Index: Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Data/Output/WaveHeightCalculationOutput.cs
===================================================================
diff -u -r150366ef474f9522b3af857c29e3eac484910700 -rfe3c7aa84947f57a508f494e6b671f9c19dce6df
--- Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Data/Output/WaveHeightCalculationOutput.cs (.../WaveHeightCalculationOutput.cs) (revision 150366ef474f9522b3af857c29e3eac484910700)
+++ Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Data/Output/WaveHeightCalculationOutput.cs (.../WaveHeightCalculationOutput.cs) (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -22,7 +22,7 @@
namespace Ringtoets.HydraRing.Calculation.Data.Output
{
///
- /// Class containing the results of a hydraring calculation for the sub failure mechanisms
+ /// Class containing the results of a Hydra-Ring calculation for the sub failure mechanisms
/// overtopping and overflow.
///
public class WaveHeightCalculationOutput
Index: Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Services/HydraRingInitializationService.cs
===================================================================
diff -u -r150366ef474f9522b3af857c29e3eac484910700 -rfe3c7aa84947f57a508f494e6b671f9c19dce6df
--- Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Services/HydraRingInitializationService.cs (.../HydraRingInitializationService.cs) (revision 150366ef474f9522b3af857c29e3eac484910700)
+++ Ringtoets/HydraRing/src/Ringtoets.HydraRing.Calculation/Services/HydraRingInitializationService.cs (.../HydraRingInitializationService.cs) (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -160,7 +160,7 @@
}
///
- /// Gets the directory in which HydraRing will place temporary input and output files created during a
+ /// Gets the directory in which Hydra-Ring will place temporary input and output files created during a
/// calculation.
///
public string TemporaryWorkingDirectory { get; private set; }
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/Parsers/WaveHeightCalculationParserTest.cs
===================================================================
diff -u -rdf02e9274a94d8763da204833a4d93f984e242c6 -rfe3c7aa84947f57a508f494e6b671f9c19dce6df
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/Parsers/WaveHeightCalculationParserTest.cs (.../WaveHeightCalculationParserTest.cs) (revision df02e9274a94d8763da204833a4d93f984e242c6)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/Parsers/WaveHeightCalculationParserTest.cs (.../WaveHeightCalculationParserTest.cs) (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -86,12 +86,15 @@
}
[Test]
- [TestCase("6-3_0-output.txt", 0.91641)]
- [TestCase("304432-fdir-output.txt", 2.78346)]
- [TestCase("304432-form-output.txt", 2.78347)]
- [TestCase("700003-fdir-output.txt", 1.04899)]
- [TestCase("700003-form-output.txt", 1.04899)]
- public void Parse_ExampleHydraRingOutputFileContainingSectionIds_ReturnsExpectedTargetProbabilityCalculationResult(string testFile, double expected)
+ [TestCase("6-3_0-output.txt", 0.91641, true)]
+ [TestCase("6-3_0-output-not-dominant.txt", 0.91641, false)]
+ [TestCase("304432-fdir-output.txt", 2.78346, true)]
+ [TestCase("304432-form-output.txt", 2.78347, true)]
+ [TestCase("304432-form-output-not-dominant.txt", 2.78347, false)]
+ [TestCase("700003-fdir-output.txt", 1.04899, true)]
+ [TestCase("700003-form-output.txt", 1.04899, true)]
+ [TestCase("700003-form-output-not-dominant.txt", 1.04899, false)]
+ public void Parse_ExampleHydraRingOutputFileContainingSectionIds_OutputSetWithExpectedCalculationResult(string testFile, double expected, bool isOvertoppingDominant)
{
// Setup
var parser = new WaveHeightCalculationParser();
@@ -107,9 +110,34 @@
// Assert
Assert.AreEqual(expected, parser.Output.WaveHeight);
- Assert.IsTrue(parser.Output.IsOvertoppingDominant);
+ Assert.AreEqual(isOvertoppingDominant, parser.Output.IsOvertoppingDominant);
}
+ [Test]
+ [TestCase("6-3_0-output-no-overtopping.txt")]
+ [TestCase("6-3_0-output-no-overflow.txt")]
+ [TestCase("6-3_0-output-invalid-hs.txt")]
+ [TestCase("6-3_0-output-invalid-closing.txt")]
+ [TestCase("6-3_0-output-invalid-wind.txt")]
+ [TestCase("6-3_0-output-invalid-beta.txt")]
+ [TestCase("6-3_0-output-no-relevant-overflow.txt")]
+ public void Parse_InvalidHydraRingOutputFile_OutputNull(string testFile)
+ {
+ // Setup
+ var parser = new WaveHeightCalculationParser();
+ var sectionId = 1;
+
+ using (var copyHelper = new TestDataCopyHelper(testDataPath, workingDirectory))
+ {
+ copyHelper.CopyToTemporaryOutput(testFile, GetOutputFileName(sectionId));
+
+ // Call
+ parser.Parse(workingDirectory, sectionId);
+ }
+
+ // Assert
+ Assert.IsNull(parser.Output);
+ }
private string GetOutputFileName(int sectionId)
{
return string.Format("{0}{1}", sectionId, HydraRingFileName.OutputFileSuffix);
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/304432-form-output-not-dominant.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/304432-form-output-not-dominant.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/304432-form-output-not-dominant.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,8056 @@
+Executable name : d:\HydraRing\HydraulicDatabases\artefacts\MechanismComputation.exe
+Executable version : 16.1.1.6747
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 8.72401
+ Wave height (Hs) = 2.61481
+ Wave period (Tm-1,0) = 3.97174
+ Wave direction (phi) = 292.43200
+ 2% wave runup = 1.64458
+ Calculated overtopping discharge = 1.00670E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.389869
+ Pf = 2.46240E-17
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.381367 1.36528E+01 7.78964E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01 8.95777E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.080043 1.24517E+01 4.68028E+01
+ Onzekerheid debiet Lobith = -0.023850 1.36528E+01 8.62637E+01
+ Onzekerheid waterstand Maasmond = -0.239260 1.24517E+01 2.13803E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.07226E+00
+ Modelonzekerheid lokale waterstand = -0.069453 4.38300E+03 1.45675E-01
+ Modelonzekerheid golfhoogte = -0.065419 4.38300E+03 1.02233E+00
+ Modelonzekerheid golfperiode = -0.019015 4.38300E+03 8.96381E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00660
+ Z = -3.73307E-05
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.779272
+ Pf = 8.33932E-19
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.383352 1.36528E+01 8.80527E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.880233 1.24517E+01 9.68998E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.048499 1.24517E+01 4.95385E+01
+ Onzekerheid debiet Lobith = -0.030480 1.36528E+01 1.29302E+02
+ Onzekerheid waterstand Maasmond = -0.263148 1.24517E+01 2.80367E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.08317E+00
+ Modelonzekerheid lokale waterstand = -0.075520 4.38300E+03 1.65753E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.389860
+ Pf = 2.46259E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.381368 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.080035 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023851 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.239266 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.389860
+ Pf = 2.46259E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.381368 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.080035 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023851 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.239266 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 9.19364
+ Wave height (Hs) = 2.65430
+ Wave period (Tm-1,0) = 4.01407
+ Wave direction (phi) = 296.75885
+ 2% wave runup = 1.14058
+ Calculated overtopping discharge = 1.00345E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.383755 4.79644E+02 1.36097E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.879802 1.24517E+01 9.20612E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.050465 1.24517E+01 4.73022E+01
+ Onzekerheid debiet Lobith = -0.065104 4.79644E+02 3.36454E+02
+ Onzekerheid waterstand Maasmond = -0.255879 1.24517E+01 2.44039E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.07876E+00
+ Modelonzekerheid lokale waterstand = -0.069799 4.38300E+03 1.79036E-01
+ Modelonzekerheid golfhoogte = -0.037911 4.38300E+03 9.88622E-01
+ Modelonzekerheid golfperiode = -0.010555 4.38300E+03 8.93610E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 8.11296
+ Z = 1.89361E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.535039
+ Pf = 7.09339E-18
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.493230 4.79644E+02 1.61728E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.824206 1.24517E+01 8.12838E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.031274 1.24517E+01 4.17662E+01
+ Onzekerheid debiet Lobith = -0.089285 4.79644E+02 6.90924E+02
+ Onzekerheid waterstand Maasmond = -0.250864 1.24517E+01 1.92040E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.07708E+00
+ Modelonzekerheid lokale waterstand = -0.074337 4.38300E+03 1.90342E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.535039
+ Pf = 7.09339E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.493230 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.824206 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.031274 1.24517E+01
+ Onzekerheid debiet Lobith = -0.089285 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.250864 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074337 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.535039
+ Pf = 7.09339E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.493230 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.824206 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.031274 1.24517E+01
+ Onzekerheid debiet Lobith = -0.089285 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.250864 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074337 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.389860
+ Pf = 2.46259E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.381368 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.080035 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023851 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.239266 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.915512
+ Pf = 2.46259E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.381368 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.080035 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023851 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.239266 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.915512
+ Pf = 2.46259E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.381368 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.080035 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023851 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.239266 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.535039
+ Pf = 7.09339E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.500870 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.815954 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006509 1.24517E+01
+ Voorspellingsfout ws MM = -0.032922 1.24517E+01
+ Onzekerheid debiet Lobith = -0.093562 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.259586 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.077990 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.536201
+ Pf = 7.02246E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.500870 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.815954 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006509 1.24517E+01
+ Voorspellingsfout ws MM = -0.032922 1.24517E+01
+ Onzekerheid debiet Lobith = -0.093562 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.259586 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.077990 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.535039
+ Pf = 7.09339E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.500870 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.815954 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006509 1.24517E+01
+ Voorspellingsfout ws MM = -0.032922 1.24517E+01
+ Onzekerheid debiet Lobith = -0.093562 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.259586 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.077990 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.536201
+ Pf = 7.02246E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.500870 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.815954 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006509 1.24517E+01
+ Voorspellingsfout ws MM = -0.032922 1.24517E+01
+ Onzekerheid debiet Lobith = -0.093562 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.259586 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.077990 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.536201
+ Pf = 7.02246E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.500870 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.815954 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006509 1.24517E+01
+ Voorspellingsfout ws MM = -0.032922 1.24517E+01
+ Onzekerheid debiet Lobith = -0.093562 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.259586 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.077990 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 12.890878
+ Pf = 2.62529E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.695160 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.300165 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.305987 1.24517E+01
+ Voorspellingsfout ws MM = -0.185068 1.24517E+01
+ Onzekerheid debiet Lobith = -0.031869 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.505242 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.125937 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.156558 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046036 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 12.891653
+ Pf = 2.59903E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.695160 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.300165 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.305987 1.24517E+01
+ Voorspellingsfout ws MM = -0.185068 1.24517E+01
+ Onzekerheid debiet Lobith = -0.031869 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.505242 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.125937 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.156558 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046036 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.863984
+ Pf = 5.57973E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.565267 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.641568 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.201289 1.24517E+01
+ Voorspellingsfout ws MM = -0.037800 1.24517E+01
+ Onzekerheid debiet Lobith = -0.049075 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.021692 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.473327 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.866437
+ Pf = 5.52393E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.565267 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.641568 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.201289 1.24517E+01
+ Voorspellingsfout ws MM = -0.037800 1.24517E+01
+ Onzekerheid debiet Lobith = -0.049075 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.021692 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.473327 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 13.330001
+ Pf = 8.04710E-41
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.617121 1.36528E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.162871 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.389005 1.24517E+01
+ Voorspellingsfout ws MM = -0.193675 1.24517E+01
+ Onzekerheid debiet Lobith = -0.022247 1.36528E+01
+ Onzekerheid waterstand Maasmond = -0.550010 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.261885 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.172182 4.38300E+03
+ Modelonzekerheid golfperiode = -0.050630 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 8.915512
+ Pf = 2.46259E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.381368 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.883670 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.080035 4.79644E+02
+ Onzekerheid debiet Lobith = -0.023851 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.239266 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.069454 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.065403 4.38300E+03
+ Modelonzekerheid golfperiode = -0.019011 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 1
+ Closing situation = 2
+ Beta = 8.106367
+ Pf = 2.63567E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.532010 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.796803 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.006356 4.79644E+02
+ Voorspellingsfout ws MM = -0.032149 4.79644E+02
+ Onzekerheid debiet Lobith = -0.099379 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.253493 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.082839 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 13.330001
+ Pf = 8.04710E-41
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.617121 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.162871 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.389005 4.79644E+02
+ Voorspellingsfout ws MM = -0.193675 4.79644E+02
+ Onzekerheid debiet Lobith = -0.022247 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.550010 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = 0.261885 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.172182 4.38300E+03
+ Modelonzekerheid golfperiode = -0.050630 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 1
+ Beta = 8.106254
+ Pf = 2.63813E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.532013 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.796799 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.006356 4.79644E+02
+ Voorspellingsfout ws MM = -0.032150 4.79644E+02
+ Onzekerheid debiet Lobith = -0.099381 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.253497 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.082841 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.000067 4.38300E+03
+ Modelonzekerheid golfperiode = -0.000019 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 8.106254
+ Pf = 2.63813E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.532013 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.796799 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.006356 4.79644E+02
+ Voorspellingsfout ws MM = -0.032150 4.79644E+02
+ Onzekerheid debiet Lobith = -0.099381 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.253497 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.082841 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.000067 4.38300E+03
+ Modelonzekerheid golfperiode = -0.000019 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -3.40838
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.00000
+ Wave direction (phi) = 22.50000
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = 0.333333 1.20000E+01 4.34804E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.333333 1.24517E+01 9.03365E-01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = 0.333333 1.24517E+01 0.00000E+00
+ Onzekerheid debiet Lobith = 0.333333 1.20000E+01 -4.53322E+03
+ Onzekerheid waterstand Maasmond = 0.333333 1.24517E+01 -2.66660E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.333333 1.24517E+01 5.20012E-01
+ Modelonzekerheid lokale waterstand = 0.333333 4.38300E+03 -3.33325E+00
+ Modelonzekerheid golfhoogte = 0.333333 4.38300E+03 -1.05995E+00
+ Modelonzekerheid golfperiode = 0.333333 4.38300E+03 3.56680E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00683
+ Z = -2.65444E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866731 1.20000E+01 5.42423E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.33411E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01 7.38047E+00
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01 8.30032E+04
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01 7.27551E-04
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00131E+00
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03 5.16780E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 2
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148609 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.866731 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.026896 1.24517E+01
+ Onzekerheid debiet Lobith = -0.475354 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.002615 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.148610 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 9.00953
+ Wave height (Hs) = 0.85999
+ Wave period (Tm-1,0) = 3.21553
+ Wave direction (phi) = 110.43343
+ 2% wave runup = 1.37506
+ Calculated overtopping discharge = 1.00717E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599115
+ Pf = 2.10899E-42
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.853799 1.20000E+01 5.09394E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31607E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.166451 1.24517E+01 1.40261E+01
+ Onzekerheid debiet Lobith = -0.461863 1.20000E+01 7.24840E+04
+ Onzekerheid waterstand Maasmond = -0.025872 1.24517E+01 7.03663E-03
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.01267E+00
+ Modelonzekerheid lokale waterstand = -0.139041 4.38300E+03 4.72707E-01
+ Modelonzekerheid golfhoogte = -0.095353 4.38300E+03 1.13451E+00
+ Modelonzekerheid golfperiode = -0.030164 4.38300E+03 9.06408E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00670
+ Z = -1.33374E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.968242
+ Pf = 1.27014E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866671 1.20000E+01 5.46195E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31607E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.001210 1.24517E+01 7.52174E+00
+ Onzekerheid debiet Lobith = -0.475849 1.20000E+01 8.42074E+04
+ Onzekerheid waterstand Maasmond = -0.000133 1.24517E+01 3.71258E-05
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00007E+00
+ Modelonzekerheid lokale waterstand = -0.149826 4.38300E+03 5.23201E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 3
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139069 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095157 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.853861 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.166109 1.24517E+01
+ Onzekerheid debiet Lobith = -0.461910 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.025819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.139070 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095158 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 7.07977
+ Wave height (Hs) = 1.90580
+ Wave period (Tm-1,0) = 3.93109
+ Wave direction (phi) = 133.05010
+ 2% wave runup = 3.21252
+ Calculated overtopping discharge = 1.02037E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14316E-39
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.802829 1.20000E+01 4.35052E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.30308E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.334945 1.24517E+01 2.15357E+01
+ Onzekerheid debiet Lobith = -0.416756 1.20000E+01 5.06755E+04
+ Onzekerheid waterstand Maasmond = -0.069509 1.24517E+01 1.82537E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03286E+00
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03 4.12345E-01
+ Modelonzekerheid golfhoogte = -0.207532 4.38300E+03 1.34875E+00
+ Modelonzekerheid golfperiode = -0.076884 4.38300E+03 9.30381E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00666
+ Z = -8.96148E-05
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.958541
+ Pf = 1.45531E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866714 1.20000E+01 5.45603E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.30308E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.004525 1.24517E+01 7.72076E+00
+ Onzekerheid debiet Lobith = -0.475849 1.20000E+01 8.40285E+04
+ Onzekerheid waterstand Maasmond = -0.000494 1.24517E+01 1.37887E-04
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00025E+00
+ Modelonzekerheid lokale waterstand = -0.149509 4.38300E+03 5.21730E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 4
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802831 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416758 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207530 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076883 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.802830 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.334942 1.24517E+01
+ Onzekerheid debiet Lobith = -0.416757 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.069508 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.125616 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207531 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076884 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.03830
+ Wave height (Hs) = 2.41539
+ Wave period (Tm-1,0) = 4.31221
+ Wave direction (phi) = 144.50917
+ 2% wave runup = 4.08332
+ Calculated overtopping discharge = 1.00949E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.768620 1.20000E+01 3.93848E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31375E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01 2.42450E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01 3.98575E+04
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01 2.33124E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04196E+00
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03 3.80619E-01
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03 1.41230E+00
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03 9.38205E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00691
+ Z = -3.45193E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 13.967633
+ Pf = 1.28104E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866881 1.20000E+01 5.46378E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31375E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.001767 1.24517E+01 6.63046E+00
+ Onzekerheid debiet Lobith = -0.475342 1.20000E+01 8.41512E+04
+ Onzekerheid waterstand Maasmond = -0.000170 1.24517E+01 4.74256E-05
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00009E+00
+ Modelonzekerheid lokale waterstand = -0.150214 4.38300E+03 5.24534E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 5
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768620 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410873 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244454 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.768619 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.410872 1.24517E+01
+ Onzekerheid debiet Lobith = -0.386955 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.090496 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.118203 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244456 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 5.60146
+ Wave height (Hs) = 2.62587
+ Wave period (Tm-1,0) = 4.37928
+ Wave direction (phi) = 152.90933
+ 2% wave runup = 4.41385
+ Calculated overtopping discharge = 1.00073E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.749011 1.20000E+01 3.72412E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.34607E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01 2.52473E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01 3.48199E+04
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01 2.56621E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04619E+00
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03 3.61491E-01
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03 1.42518E+00
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03 9.39588E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00671
+ Z = -1.44784E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 13.961160
+ Pf = 1.40284E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866726 1.20000E+01 5.45788E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.34607E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.004839 1.24517E+01 5.97425E+00
+ Onzekerheid debiet Lobith = -0.475774 1.20000E+01 8.40685E+04
+ Onzekerheid waterstand Maasmond = -0.000413 1.24517E+01 1.15399E-04
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00021E+00
+ Modelonzekerheid lokale waterstand = -0.149670 4.38300E+03 5.22393E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 6
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749011 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253693 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.749010 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.451355 1.24517E+01
+ Onzekerheid debiet Lobith = -0.372098 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100638 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253694 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 5.44690
+ Wave height (Hs) = 2.73909
+ Wave period (Tm-1,0) = 4.28180
+ Wave direction (phi) = 161.76171
+ 2% wave runup = 4.50248
+ Calculated overtopping discharge = 1.00211E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.739148 1.20000E+01 3.66043E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.33966E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01 2.59905E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01 3.32754E+04
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01 2.76881E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04984E+00
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03 3.67259E-01
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03 1.44463E+00
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03 9.42215E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00697
+ Z = -4.02818E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 13.967034
+ Pf = 1.29186E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866874 1.20000E+01 5.46331E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.33966E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.002064 1.24517E+01 6.28371E+00
+ Onzekerheid debiet Lobith = -0.475336 1.20000E+01 8.41370E+04
+ Onzekerheid waterstand Maasmond = -0.000198 1.24517E+01 5.51732E-05
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00010E+00
+ Modelonzekerheid lokale waterstand = -0.150269 4.38300E+03 5.24701E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 7
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739148 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464760 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114987 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263327 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739147 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.464759 1.24517E+01
+ Onzekerheid debiet Lobith = -0.364573 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.108363 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.114988 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263329 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 4.94850
+ Wave height (Hs) = 2.89129
+ Wave period (Tm-1,0) = 4.37287
+ Wave direction (phi) = 174.28754
+ 2% wave runup = 4.86507
+ Calculated overtopping discharge = 1.00021E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.737462 1.20000E+01 3.41899E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31449E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01 2.85543E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01 2.78651E+04
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01 2.61856E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04713E+00
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03 3.38535E-01
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03 1.44883E+00
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03 9.42634E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00671
+ Z = -1.41225E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 13.970599
+ Pf = 1.22881E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866744 1.20000E+01 5.46428E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.31449E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.000455 1.24517E+01 6.50020E+00
+ Onzekerheid debiet Lobith = -0.475710 1.20000E+01 8.42444E+04
+ Onzekerheid waterstand Maasmond = -0.000041 1.24517E+01 1.15828E-05
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00002E+00
+ Modelonzekerheid lokale waterstand = -0.149848 4.38300E+03 5.23365E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 8
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277095 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.737462 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.466692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.355442 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.106950 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277096 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 4.78811
+ Wave height (Hs) = 2.86324
+ Wave period (Tm-1,0) = 4.31870
+ Wave direction (phi) = 189.15150
+ 2% wave runup = 4.94563
+ Calculated overtopping discharge = 9.99809E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.739913 1.20000E+01 3.32482E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.29131E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01 2.87018E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01 2.58129E+04
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01 2.47343E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04452E+00
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03 3.36582E-01
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03 1.45818E+00
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03 9.43890E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00682
+ Z = -2.49846E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 13.981005
+ Pf = 1.06177E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866685 1.20000E+01 5.47050E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.29131E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = 0.004430 1.24517E+01 7.12673E+00
+ Onzekerheid debiet Lobith = -0.475655 1.20000E+01 8.44243E+04
+ Onzekerheid waterstand Maasmond = 0.000404 1.24517E+01 -1.13035E-04
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 9.99797E-01
+ Modelonzekerheid lokale waterstand = -0.150299 4.38300E+03 5.25333E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 9
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112422 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288464 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112498 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.739913 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.457290 1.24517E+01
+ Onzekerheid debiet Lobith = -0.352483 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103269 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.112423 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288465 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112499 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 4.34514
+ Wave height (Hs) = 3.04181
+ Wave period (Tm-1,0) = 4.50184
+ Wave direction (phi) = 203.91144
+ 2% wave runup = 5.30107
+ Calculated overtopping discharge = 1.00030E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.741878 1.20000E+01 3.03340E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.26543E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01 3.45755E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01 1.98712E+04
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01 2.08942E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03761E+00
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03 2.82792E-01
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03 1.42205E+00
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03 9.39140E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00811
+ Z = -1.54037E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 13.972964
+ Pf = 1.18869E-44
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.866045 1.20000E+01 5.45842E+04
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01 1.26543E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.041399 1.24517E+01 1.05517E+01
+ Onzekerheid debiet Lobith = -0.475296 1.20000E+01 8.40660E+04
+ Onzekerheid waterstand Maasmond = -0.004500 1.24517E+01 1.25769E-03
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.00226E+00
+ Modelonzekerheid lokale waterstand = -0.149419 4.38300E+03 5.21956E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 10
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741878 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339219 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100824 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286447 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.741877 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.470818 1.24517E+01
+ Onzekerheid debiet Lobith = -0.339218 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.093118 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.100825 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286448 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 4.14511
+ Wave height (Hs) = 3.26213
+ Wave period (Tm-1,0) = 4.70868
+ Wave direction (phi) = 221.13072
+ 2% wave runup = 5.52055
+ Calculated overtopping discharge = 9.99783E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.243797
+ Pf = 8.43557E-17
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.503476 1.21641E+01 1.33464E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01 4.24673E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01 4.55252E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01 3.58613E+02
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01 1.33116E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03326E+00
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03 2.24037E-01
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03 1.35503E+00
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03 9.30651E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.34565
+ Z = 3.66092E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 11.037287
+ Pf = 1.29483E-28
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.718311 1.21641E+01 2.83143E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.650021 1.24517E+01 5.10773E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.008048 1.24517E+01 5.24142E+01
+ Onzekerheid debiet Lobith = -0.057128 1.21641E+01 2.90174E+03
+ Onzekerheid waterstand Maasmond = -0.233681 1.24517E+01 7.33409E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.09285E+00
+ Modelonzekerheid lokale waterstand = -0.059720 4.38300E+03 1.64788E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.243797
+ Pf = 8.43557E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.503476 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.243797
+ Pf = 8.43557E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.503476 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 4.07284
+ Wave height (Hs) = 3.26611
+ Wave period (Tm-1,0) = 4.75165
+ Wave direction (phi) = 220.71331
+ 2% wave runup = 5.57975
+ Calculated overtopping discharge = 1.00177E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.735777
+ Pf = 1.22624E-18
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.526921 1.20000E+01 1.50014E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.724871 1.24517E+01 4.30315E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.121347 1.24517E+01 4.68889E+01
+ Onzekerheid debiet Lobith = -0.107383 1.20000E+01 6.06248E+02
+ Onzekerheid waterstand Maasmond = -0.111019 1.24517E+01 1.48236E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03491E+00
+ Modelonzekerheid lokale waterstand = -0.138514 4.38300E+03 3.63008E-01
+ Modelonzekerheid golfhoogte = -0.348946 4.38300E+03 1.39725E+00
+ Modelonzekerheid golfperiode = -0.131852 4.38300E+03 9.36073E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.87959
+ Z = 3.12698E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 10.599305
+ Pf = 1.53552E-26
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.610890 1.20000E+01 2.16682E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.731356 1.24517E+01 5.72912E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.075747 1.24517E+01 6.16651E+01
+ Onzekerheid debiet Lobith = -0.226466 1.20000E+01 6.15417E+03
+ Onzekerheid waterstand Maasmond = -0.154639 1.24517E+01 6.72615E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.05901E+00
+ Modelonzekerheid lokale waterstand = -0.104849 4.38300E+03 3.33398E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.735777
+ Pf = 1.22624E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.526921 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.724871 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.121347 1.24517E+01
+ Onzekerheid debiet Lobith = -0.107383 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.111019 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138514 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.348946 4.38300E+03
+ Modelonzekerheid golfperiode = -0.131852 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.735777
+ Pf = 1.22624E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.526921 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.724871 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.121347 1.24517E+01
+ Onzekerheid debiet Lobith = -0.107383 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.111019 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138514 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.348946 4.38300E+03
+ Modelonzekerheid golfperiode = -0.131852 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.243797
+ Pf = 8.43557E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.503476 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.777980
+ Pf = 8.43557E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.503476 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.777980
+ Pf = 8.43557E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.503476 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760357 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.106967 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068571 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.112087 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108706 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335631 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123276 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.735777
+ Pf = 1.22624E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.528935 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.716437 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006360 1.24517E+01
+ Voorspellingsfout ws MM = -0.125787 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111436 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.115176 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.143386 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.355233 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136562 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.736913
+ Pf = 1.21397E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.528935 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.716437 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006360 1.24517E+01
+ Voorspellingsfout ws MM = -0.125787 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111436 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.115176 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.143386 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.355233 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136562 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.736847
+ Pf = 1.21469E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.530774 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.715417 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006359 1.24517E+01
+ Voorspellingsfout ws MM = -0.125694 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111526 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.114941 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.145027 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.354124 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136128 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.737983
+ Pf = 1.20254E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.530774 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.715417 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006359 1.24517E+01
+ Voorspellingsfout ws MM = -0.125694 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111526 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.114941 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.145027 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.354124 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136128 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.736888
+ Pf = 1.21424E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.528935 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.716437 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006360 1.24517E+01
+ Voorspellingsfout ws MM = -0.125787 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111436 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.115176 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.143387 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.355233 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136562 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 9.842770
+ Pf = 3.75243E-23
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.630280 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.444958 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.344302 1.24517E+01
+ Voorspellingsfout ws MM = -0.077309 1.24517E+01
+ Onzekerheid debiet Lobith = -0.087712 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.123030 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.030491 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.474743 4.38300E+03
+ Modelonzekerheid golfperiode = -0.176346 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 9.843781
+ Pf = 3.71490E-23
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.630280 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.444958 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.344302 1.24517E+01
+ Voorspellingsfout ws MM = -0.077309 1.24517E+01
+ Onzekerheid debiet Lobith = -0.087712 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.123030 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.030491 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.474743 4.38300E+03
+ Modelonzekerheid golfperiode = -0.176346 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 4.783047
+ Pf = 8.64383E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.847121 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.189011 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.162611 1.24517E+01
+ Voorspellingsfout ws MM = -0.059127 1.24517E+01
+ Onzekerheid debiet Lobith = -0.100967 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.024920 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.453771 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 4.785067
+ Pf = 8.55739E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.847121 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.189011 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.162611 1.24517E+01
+ Voorspellingsfout ws MM = -0.059127 1.24517E+01
+ Onzekerheid debiet Lobith = -0.100967 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.024920 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.453771 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 10.084379
+ Pf = 3.30407E-24
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514977 1.21641E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.454299 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.420104 1.24517E+01
+ Voorspellingsfout ws MM = -0.073091 1.24517E+01
+ Onzekerheid debiet Lobith = -0.075400 1.21641E+01
+ Onzekerheid waterstand Maasmond = -0.131689 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.066703 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.529544 4.38300E+03
+ Modelonzekerheid golfperiode = -0.196697 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 8.776765
+ Pf = 8.52710E-19
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.502620 1.24517E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.760806 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.107031 1.24517E+01
+ Onzekerheid debiet Lobith = -0.068454 1.24517E+01
+ Onzekerheid waterstand Maasmond = -0.112153 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.108770 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.335830 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123349 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 11
+ Closing situation = 2
+ Beta = 8.734077
+ Pf = 1.24480E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.527977 1.24517E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.716972 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006364 1.24517E+01
+ Voorspellingsfout ws MM = -0.125881 1.24517E+01
+ Onzekerheid debiet Lobith = -0.111234 1.24517E+01
+ Onzekerheid waterstand Maasmond = -0.115262 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.143494 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.355498 4.38300E+03
+ Modelonzekerheid golfperiode = -0.136664 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 10.083853
+ Pf = 3.32182E-24
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514314 1.24517E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.454516 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.420304 1.24517E+01
+ Voorspellingsfout ws MM = -0.073126 1.24517E+01
+ Onzekerheid debiet Lobith = -0.075303 1.24517E+01
+ Onzekerheid waterstand Maasmond = -0.131751 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.066735 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.529797 4.38300E+03
+ Modelonzekerheid golfperiode = -0.196790 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 11
+ Beta = 8.674865
+ Pf = 2.09752E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.520748 1.24517E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.728979 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.005307 1.24517E+01
+ Voorspellingsfout ws MM = -0.121314 1.24517E+01
+ Onzekerheid debiet Lobith = -0.100521 1.24517E+01
+ Onzekerheid waterstand Maasmond = -0.115391 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.134588 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.351047 4.38300E+03
+ Modelonzekerheid golfperiode = -0.133783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 8.674865
+ Pf = 2.09752E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.520747 1.24517E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.728979 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.005307 1.24517E+01
+ Voorspellingsfout ws MM = -0.121314 1.24517E+01
+ Onzekerheid debiet Lobith = -0.100521 1.24517E+01
+ Onzekerheid waterstand Maasmond = -0.115391 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.134588 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.351049 4.38300E+03
+ Modelonzekerheid golfperiode = -0.133784 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 4.53152
+ Wave height (Hs) = 3.11174
+ Wave period (Tm-1,0) = 4.71896
+ Wave direction (phi) = 233.03064
+ 2% wave runup = 5.25382
+ Calculated overtopping discharge = 9.78921E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.297787
+ Pf = 1.47371E-13
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.544755 1.23962E+01 1.24366E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01 4.44237E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01 4.14486E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01 3.37848E+02
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01 1.25982E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.02599E+00
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03 1.64536E-01
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03 1.24902E+00
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03 9.18183E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00072
+ Z = 5.84740E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 10.027305
+ Pf = 5.89648E-24
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.471694 1.23962E+01 1.54090E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.831841 1.24517E+01 8.25176E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.029457 1.24517E+01 7.13218E+01
+ Onzekerheid debiet Lobith = -0.086439 1.23962E+01 6.30826E+02
+ Onzekerheid waterstand Maasmond = -0.266986 1.24517E+01 2.46814E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.09638E+00
+ Modelonzekerheid lokale waterstand = -0.076975 4.38300E+03 1.92962E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.297787
+ Pf = 1.47371E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.297787
+ Pf = 1.47371E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 4.34278
+ Wave height (Hs) = 3.13706
+ Wave period (Tm-1,0) = 4.82396
+ Wave direction (phi) = 231.36950
+ 2% wave runup = 5.41399
+ Calculated overtopping discharge = 9.96093E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.968013
+ Pf = 8.14386E-16
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.576194 1.20000E+01 1.49657E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.696667 1.24517E+01 4.46178E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.120577 1.24517E+01 4.16571E+01
+ Onzekerheid debiet Lobith = -0.105476 1.20000E+01 5.37320E+02
+ Onzekerheid waterstand Maasmond = -0.100245 1.24517E+01 1.41814E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.02876E+00
+ Modelonzekerheid lokale waterstand = -0.134257 4.38300E+03 3.20928E-01
+ Modelonzekerheid golfhoogte = -0.337281 4.38300E+03 1.34312E+00
+ Modelonzekerheid golfperiode = -0.123124 4.38300E+03 9.29242E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.40677
+ Z = 3.59980E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 10.030172
+ Pf = 5.72786E-24
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.766154 1.20000E+01 2.71032E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.513918 1.24517E+01 4.06837E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.167891 1.24517E+01 4.08967E+01
+ Onzekerheid debiet Lobith = -0.296756 1.20000E+01 1.25924E+04
+ Onzekerheid waterstand Maasmond = -0.076506 1.24517E+01 9.47843E-02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.02763E+00
+ Modelonzekerheid lokale waterstand = -0.163683 4.38300E+03 4.92531E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.968013
+ Pf = 8.14386E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576194 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.696667 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.120577 1.24517E+01
+ Onzekerheid debiet Lobith = -0.105476 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100245 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.134257 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.337281 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123124 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.968013
+ Pf = 8.14386E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576194 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.696667 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.120577 1.24517E+01
+ Onzekerheid debiet Lobith = -0.105476 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.100245 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.134257 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.337281 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123124 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.297787
+ Pf = 1.47371E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.894331
+ Pf = 1.47371E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.894331
+ Pf = 1.47371E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.968018
+ Pf = 8.14353E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576062 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.690527 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006972 1.24517E+01
+ Voorspellingsfout ws MM = -0.124596 1.24517E+01
+ Onzekerheid debiet Lobith = -0.109110 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103739 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138596 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343069 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127202 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.969261
+ Pf = 8.06209E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576062 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.690527 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006972 1.24517E+01
+ Voorspellingsfout ws MM = -0.124596 1.24517E+01
+ Onzekerheid debiet Lobith = -0.109110 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103739 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138596 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343069 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127202 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.968013
+ Pf = 8.14386E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576069 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.690518 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006972 1.24517E+01
+ Voorspellingsfout ws MM = -0.124596 1.24517E+01
+ Onzekerheid debiet Lobith = -0.109112 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103740 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138594 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343075 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127204 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.969256
+ Pf = 8.06242E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576069 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.690518 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006972 1.24517E+01
+ Voorspellingsfout ws MM = -0.124596 1.24517E+01
+ Onzekerheid debiet Lobith = -0.109112 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103740 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138594 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343075 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127204 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.969256
+ Pf = 8.06242E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.576069 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.690518 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006972 1.24517E+01
+ Voorspellingsfout ws MM = -0.124596 1.24517E+01
+ Onzekerheid debiet Lobith = -0.109112 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.103740 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138594 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343075 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127204 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 8.604194
+ Pf = 3.89219E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.747087 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.379799 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.167877 1.24517E+01
+ Voorspellingsfout ws MM = -0.137962 1.24517E+01
+ Onzekerheid debiet Lobith = -0.095468 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.121464 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.029072 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.448432 4.38300E+03
+ Modelonzekerheid golfperiode = -0.156824 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 8.605348
+ Pf = 3.85326E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.747087 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.379799 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.167877 1.24517E+01
+ Voorspellingsfout ws MM = -0.137962 1.24517E+01
+ Onzekerheid debiet Lobith = -0.095468 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.121464 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.029072 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.448432 4.38300E+03
+ Modelonzekerheid golfperiode = -0.156824 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 3.662564
+ Pf = 1.24884E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.671833 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.499956 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.212359 1.24517E+01
+ Voorspellingsfout ws MM = -0.128913 1.24517E+01
+ Onzekerheid debiet Lobith = -0.088232 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.039640 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.477088 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 3.665137
+ Pf = 1.23636E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.671833 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.499956 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.212359 1.24517E+01
+ Voorspellingsfout ws MM = -0.128913 1.24517E+01
+ Onzekerheid debiet Lobith = -0.088232 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.039640 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.477088 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 9.313864
+ Pf = 6.26330E-21
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.621263 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.241414 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.310283 1.24517E+01
+ Voorspellingsfout ws MM = -0.112430 1.24517E+01
+ Onzekerheid debiet Lobith = -0.078256 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.133694 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.260509 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.562399 4.38300E+03
+ Modelonzekerheid golfperiode = -0.196674 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 7.894331
+ Pf = 1.47371E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.544755 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.758075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.130498 1.24517E+01
+ Onzekerheid debiet Lobith = -0.067873 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.098916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.090184 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282293 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096546 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 12
+ Closing situation = 2
+ Beta = 7.966332
+ Pf = 8.25527E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.575225 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.691048 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.006978 1.24517E+01
+ Voorspellingsfout ws MM = -0.124692 1.24517E+01
+ Onzekerheid debiet Lobith = -0.108952 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.103819 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.138700 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.343338 4.38300E+03
+ Modelonzekerheid golfperiode = -0.127302 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 9.313864
+ Pf = 6.26330E-21
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.621263 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.241414 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.310283 1.24517E+01
+ Voorspellingsfout ws MM = -0.112430 1.24517E+01
+ Onzekerheid debiet Lobith = -0.078256 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.133694 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.260509 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.562399 4.38300E+03
+ Modelonzekerheid golfperiode = -0.196674 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 12
+ Beta = 7.838632
+ Pf = 2.29924E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.552672 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.740927 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.003469 1.24517E+01
+ Voorspellingsfout ws MM = -0.130173 1.24517E+01
+ Onzekerheid debiet Lobith = -0.080463 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.100987 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.104865 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.299641 4.38300E+03
+ Modelonzekerheid golfperiode = -0.105691 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 7.836883
+ Pf = 2.33147E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.552671 1.23962E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.740925 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.003469 1.24517E+01
+ Voorspellingsfout ws MM = -0.130172 1.24517E+01
+ Onzekerheid debiet Lobith = -0.080463 1.23962E+01
+ Onzekerheid waterstand Maasmond = -0.100986 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.104868 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.299646 4.38300E+03
+ Modelonzekerheid golfperiode = -0.105693 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 4.79489
+ Wave height (Hs) = 3.03790
+ Wave period (Tm-1,0) = 4.71980
+ Wave direction (phi) = 241.60338
+ 2% wave runup = 5.08544
+ Calculated overtopping discharge = 9.91690E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 6.607129
+ Pf = 1.96950E-11
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.518482 1.32798E+01 9.12354E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.797074 1.24517E+01 5.19412E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01 4.11185E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01 1.42557E+02
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01 2.46491E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.02940E+00
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03 1.23731E-01
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03 1.17459E+00
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03 9.10424E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 7.42157
+ Z = 2.58500E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 7.938759
+ Pf = 1.03128E-15
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.352238 1.32798E+01 4.90964E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.898161 1.24517E+01 8.31602E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.036848 1.24517E+01 6.19796E+01
+ Onzekerheid debiet Lobith = -0.032239 1.32798E+01 8.70193E+01
+ Onzekerheid waterstand Maasmond = -0.239654 1.24517E+01 1.77881E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.06849E+00
+ Modelonzekerheid lokale waterstand = -0.096974 4.38300E+03 1.92463E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 6.607129
+ Pf = 1.96950E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.518482 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.797075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 6.607129
+ Pf = 1.96950E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.518482 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.797075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 4.50700
+ Wave height (Hs) = 3.10530
+ Wave period (Tm-1,0) = 4.87039
+ Wave direction (phi) = 240.53356
+ 2% wave runup = 5.31946
+ Calculated overtopping discharge = 9.88671E-04
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.481376
+ Pf = 3.70760E-14
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.585124 1.20000E+01 1.42920E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.701206 1.24517E+01 5.16646E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.120859 1.24517E+01 4.16249E+01
+ Onzekerheid debiet Lobith = -0.094449 1.20000E+01 4.10437E+02
+ Onzekerheid waterstand Maasmond = -0.101012 1.24517E+01 2.23890E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.02721E+00
+ Modelonzekerheid lokale waterstand = -0.127808 4.38300E+03 2.86853E-01
+ Modelonzekerheid golfhoogte = -0.320911 4.38300E+03 1.30013E+00
+ Modelonzekerheid golfperiode = -0.113538 4.38300E+03 9.23977E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 9.98895
+ Z = 1.76132E-02
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 8.720057
+ Pf = 1.40894E-18
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.412161 1.20000E+01 9.97998E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.869595 1.24517E+01 9.26378E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.039833 1.24517E+01 6.82971E+01
+ Onzekerheid debiet Lobith = -0.017347 1.20000E+01 8.28583E+01
+ Onzekerheid waterstand Maasmond = -0.264706 1.24517E+01 2.60175E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.08310E+00
+ Modelonzekerheid lokale waterstand = -0.044392 4.38300E+03 1.16130E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.481375
+ Pf = 3.70763E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585122 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.701209 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.120858 1.24517E+01
+ Onzekerheid debiet Lobith = -0.094448 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.101014 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.127807 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.320908 4.38300E+03
+ Modelonzekerheid golfperiode = -0.113536 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.481375
+ Pf = 3.70763E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585122 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.701209 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.120858 1.24517E+01
+ Onzekerheid debiet Lobith = -0.094448 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.101014 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.127807 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.320908 4.38300E+03
+ Modelonzekerheid golfperiode = -0.113536 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 6.607129
+ Pf = 1.96950E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.518482 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.797075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 7.258637
+ Pf = 1.96950E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.518482 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.797075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 7.258637
+ Pf = 1.96950E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.518482 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.797075 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.105356 1.24517E+01
+ Onzekerheid debiet Lobith = -0.043181 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123584 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.074907 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077279 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.481376
+ Pf = 3.70759E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585021 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695608 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007426 1.24517E+01
+ Voorspellingsfout ws MM = -0.124726 1.24517E+01
+ Onzekerheid debiet Lobith = -0.097647 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.104389 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.131834 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.326670 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117228 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.482697
+ Pf = 3.67052E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585021 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695608 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007426 1.24517E+01
+ Voorspellingsfout ws MM = -0.124726 1.24517E+01
+ Onzekerheid debiet Lobith = -0.097647 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.104389 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.131834 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.326670 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117228 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.481375
+ Pf = 3.70763E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585023 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695606 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007426 1.24517E+01
+ Voorspellingsfout ws MM = -0.124726 1.24517E+01
+ Onzekerheid debiet Lobith = -0.097647 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.104389 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.131834 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.326672 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117229 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.482696
+ Pf = 3.67056E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585023 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695606 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007426 1.24517E+01
+ Voorspellingsfout ws MM = -0.124726 1.24517E+01
+ Onzekerheid debiet Lobith = -0.097647 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.104389 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.131834 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.326672 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117229 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.482696
+ Pf = 3.67056E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.585023 1.20000E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695606 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007426 1.24517E+01
+ Voorspellingsfout ws MM = -0.124726 1.24517E+01
+ Onzekerheid debiet Lobith = -0.097647 1.20000E+01
+ Onzekerheid waterstand Maasmond = -0.104389 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.131834 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.326672 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117229 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 8.384592
+ Pf = 2.57535E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.772639 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.345721 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.205403 1.24517E+01
+ Voorspellingsfout ws MM = -0.104814 1.24517E+01
+ Onzekerheid debiet Lobith = -0.060860 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.177716 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.056684 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.415522 4.38300E+03
+ Modelonzekerheid golfperiode = -0.138459 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 8.385775
+ Pf = 2.54960E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.772639 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.345721 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.205403 1.24517E+01
+ Voorspellingsfout ws MM = -0.104814 1.24517E+01
+ Onzekerheid debiet Lobith = -0.060860 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.177716 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.056684 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.415522 4.38300E+03
+ Modelonzekerheid golfperiode = -0.138459 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 3.260719
+ Pf = 5.55712E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.638845 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.572501 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.153340 1.24517E+01
+ Voorspellingsfout ws MM = -0.109506 1.24517E+01
+ Onzekerheid debiet Lobith = -0.062501 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.035217 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.472725 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 3.263568
+ Pf = 5.50154E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.638845 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.572501 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.153340 1.24517E+01
+ Voorspellingsfout ws MM = -0.109506 1.24517E+01
+ Onzekerheid debiet Lobith = -0.062501 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.035217 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.472725 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 9.134242
+ Pf = 3.34391E-20
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.657029 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.157118 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.329036 1.24517E+01
+ Voorspellingsfout ws MM = -0.078203 1.24517E+01
+ Onzekerheid debiet Lobith = -0.045925 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.204489 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.296307 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.517486 4.38300E+03
+ Modelonzekerheid golfperiode = -0.172431 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 7.250460
+ Pf = 2.09208E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.32798E+01
+ Debiet Lobith = -0.519135 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.796561 1.32798E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.32798E+01
+ Voorspellingsfout ws MM = -0.105288 1.32798E+01
+ Onzekerheid debiet Lobith = -0.043236 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123504 1.32798E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.32798E+01
+ Modelonzekerheid lokale waterstand = -0.075002 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.237000 4.38300E+03
+ Modelonzekerheid golfperiode = -0.077377 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 13
+ Closing situation = 2
+ Beta = 7.470587
+ Pf = 4.02450E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.32798E+01
+ Debiet Lobith = -0.583832 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.695994 1.32798E+01
+ Windsnelheid Vlissingen | ws VL = 0.007430 1.32798E+01
+ Voorspellingsfout ws MM = -0.124796 1.32798E+01
+ Onzekerheid debiet Lobith = -0.097449 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.104447 1.32798E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.32798E+01
+ Modelonzekerheid lokale waterstand = -0.132245 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.327690 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117594 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 9.128876
+ Pf = 3.51376E-20
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.32798E+01
+ Debiet Lobith = -0.657718 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.156370 1.32798E+01
+ Windsnelheid Vlissingen | ws VL = 0.327469 1.32798E+01
+ Voorspellingsfout ws MM = -0.077831 1.32798E+01
+ Onzekerheid debiet Lobith = -0.045974 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.203516 1.32798E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.32798E+01
+ Modelonzekerheid lokale waterstand = 0.296618 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.518029 4.38300E+03
+ Modelonzekerheid golfperiode = -0.172611 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 13
+ Beta = 7.226582
+ Pf = 2.49453E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.32798E+01
+ Debiet Lobith = -0.522078 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792393 1.32798E+01
+ Windsnelheid Vlissingen | ws VL = 0.001450 1.32798E+01
+ Voorspellingsfout ws MM = -0.106479 1.32798E+01
+ Onzekerheid debiet Lobith = -0.046618 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123290 1.32798E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.32798E+01
+ Modelonzekerheid lokale waterstand = -0.078211 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.241633 4.38300E+03
+ Modelonzekerheid golfperiode = -0.079562 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 13
+ Beta = 7.226574
+ Pf = 2.49467E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.32798E+01
+ Debiet Lobith = -0.522078 1.32798E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792393 1.32798E+01
+ Windsnelheid Vlissingen | ws VL = 0.001450 1.32798E+01
+ Voorspellingsfout ws MM = -0.106479 1.32798E+01
+ Onzekerheid debiet Lobith = -0.046618 1.32798E+01
+ Onzekerheid waterstand Maasmond = -0.123290 1.32798E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.32798E+01
+ Modelonzekerheid lokale waterstand = -0.078211 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.241635 4.38300E+03
+ Modelonzekerheid golfperiode = -0.079563 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 5.14950
+ Wave height (Hs) = 2.93258
+ Wave period (Tm-1,0) = 4.65890
+ Wave direction (phi) = 249.54407
+ 2% wave runup = 4.83627
+ Calculated overtopping discharge = 1.00928E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 6.386598
+ Pf = 8.51990E-11
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.514122 1.35083E+01 8.30096E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01 5.63003E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01 3.93473E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01 8.92176E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01 3.62106E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03340E+00
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03 1.03731E-01
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03 1.13040E+00
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03 9.06079E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00659
+ Z = -1.96752E-05
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 8.148383
+ Pf = 1.86416E-16
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.416187 1.35083E+01 8.94255E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.867546 1.24517E+01 9.30755E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.029247 1.24517E+01 5.83787E+01
+ Onzekerheid debiet Lobith = -0.033881 1.35083E+01 1.35360E+02
+ Onzekerheid waterstand Maasmond = -0.259991 1.24517E+01 2.40669E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.07627E+00
+ Modelonzekerheid lokale waterstand = -0.067476 4.38300E+03 1.37455E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 6.386598
+ Pf = 8.51990E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514122 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 6.386598
+ Pf = 8.51990E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514122 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 4.93614
+ Wave height (Hs) = 3.04800
+ Wave period (Tm-1,0) = 4.73820
+ Wave direction (phi) = 249.78521
+ 2% wave runup = 5.01142
+ Calculated overtopping discharge = 1.00473E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.282810
+ Pf = 1.64691E-13
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.570933 1.21547E+01 1.33819E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.762648 1.24517E+01 6.24512E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.045972 1.24517E+01 4.23968E+01
+ Onzekerheid debiet Lobith = -0.074369 1.21547E+01 3.41407E+02
+ Onzekerheid waterstand Maasmond = -0.161565 1.24517E+01 6.05979E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04236E+00
+ Modelonzekerheid lokale waterstand = -0.084865 4.38300E+03 1.85416E-01
+ Modelonzekerheid golfhoogte = -0.215271 4.38300E+03 1.17517E+00
+ Modelonzekerheid golfperiode = -0.071499 4.38300E+03 9.10829E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 7.53260
+ Z = 2.47396E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 8.121781
+ Pf = 2.32167E-16
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.578812 1.21547E+01 1.53077E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.777858 1.24517E+01 7.66623E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.027997 1.24517E+01 5.00444E+01
+ Onzekerheid debiet Lobith = -0.065635 1.21547E+01 3.77174E+02
+ Onzekerheid waterstand Maasmond = -0.229485 1.24517E+01 1.49700E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.06710E+00
+ Modelonzekerheid lokale waterstand = -0.046457 4.38300E+03 1.13194E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.282809
+ Pf = 1.64692E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.570933 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.762649 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.045971 1.24517E+01
+ Onzekerheid debiet Lobith = -0.074369 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.161566 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.084864 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.215269 4.38300E+03
+ Modelonzekerheid golfperiode = -0.071499 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.282809
+ Pf = 1.64692E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.570933 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.762649 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.045971 1.24517E+01
+ Onzekerheid debiet Lobith = -0.074369 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.161566 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.084864 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.215269 4.38300E+03
+ Modelonzekerheid golfperiode = -0.071499 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 6.386598
+ Pf = 8.51990E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514122 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 7.057713
+ Pf = 8.51990E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514122 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 7.057713
+ Pf = 8.51990E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.514122 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810697 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.093409 1.24517E+01
+ Onzekerheid debiet Lobith = -0.030560 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145277 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.064968 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.198749 4.38300E+03
+ Modelonzekerheid golfperiode = -0.062940 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.282809
+ Pf = 1.64692E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.573637 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.756625 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007628 1.24517E+01
+ Voorspellingsfout ws MM = -0.047835 1.24517E+01
+ Onzekerheid debiet Lobith = -0.077236 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.166816 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.088074 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074269 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.284165
+ Pf = 1.63045E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.573637 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.756625 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007628 1.24517E+01
+ Voorspellingsfout ws MM = -0.047835 1.24517E+01
+ Onzekerheid debiet Lobith = -0.077236 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.166816 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.088074 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074269 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.282809
+ Pf = 1.64692E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.573637 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.756625 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007628 1.24517E+01
+ Voorspellingsfout ws MM = -0.047835 1.24517E+01
+ Onzekerheid debiet Lobith = -0.077236 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.166816 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.088074 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074269 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.284165
+ Pf = 1.63045E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.573637 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.756625 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007628 1.24517E+01
+ Voorspellingsfout ws MM = -0.047835 1.24517E+01
+ Onzekerheid debiet Lobith = -0.077236 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.166816 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.088074 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074269 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.284165
+ Pf = 1.63045E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.573637 1.21547E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.756625 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007628 1.24517E+01
+ Voorspellingsfout ws MM = -0.047835 1.24517E+01
+ Onzekerheid debiet Lobith = -0.077236 1.21547E+01
+ Onzekerheid waterstand Maasmond = -0.166816 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.088074 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074269 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 8.386069
+ Pf = 2.54323E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.788189 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.324213 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.238491 1.24517E+01
+ Voorspellingsfout ws MM = -0.109536 1.24517E+01
+ Onzekerheid debiet Lobith = -0.039629 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.225999 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.079286 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.363451 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117214 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 8.387252
+ Pf = 2.51780E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.788189 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.324213 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.238491 1.24517E+01
+ Voorspellingsfout ws MM = -0.109536 1.24517E+01
+ Onzekerheid debiet Lobith = -0.039629 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.225999 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.079286 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.363451 4.38300E+03
+ Modelonzekerheid golfperiode = -0.117214 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 3.194913
+ Pf = 6.99429E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.659365 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.579938 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.156499 1.24517E+01
+ Voorspellingsfout ws MM = -0.087447 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061059 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.032203 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.438185 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 3.197813
+ Pf = 6.92435E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.659365 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.579938 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.156499 1.24517E+01
+ Voorspellingsfout ws MM = -0.087447 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061059 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.032203 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.438185 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 9.168215
+ Pf = 2.44191E-20
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.662676 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.121893 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.374345 1.24517E+01
+ Voorspellingsfout ws MM = -0.094123 1.24517E+01
+ Onzekerheid debiet Lobith = -0.019681 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.266603 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.312941 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.454060 4.38300E+03
+ Modelonzekerheid golfperiode = -0.146433 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 7.046855
+ Pf = 9.21122E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.35083E+01
+ Debiet Lobith = -0.514984 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.810078 1.35083E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.35083E+01
+ Voorspellingsfout ws MM = -0.093338 1.35083E+01
+ Onzekerheid debiet Lobith = -0.030611 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.145166 1.35083E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.35083E+01
+ Modelonzekerheid lokale waterstand = -0.065077 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.199082 4.38300E+03
+ Modelonzekerheid golfperiode = -0.063046 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 14
+ Closing situation = 2
+ Beta = 7.270924
+ Pf = 1.79846E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.35083E+01
+ Debiet Lobith = -0.572772 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.757115 1.35083E+01
+ Windsnelheid Vlissingen | ws VL = 0.007633 1.35083E+01
+ Voorspellingsfout ws MM = -0.047866 1.35083E+01
+ Onzekerheid debiet Lobith = -0.077119 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.166924 1.35083E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.35083E+01
+ Modelonzekerheid lokale waterstand = -0.088234 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.221871 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074405 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 9.160985
+ Pf = 2.61112E-20
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.35083E+01
+ Debiet Lobith = -0.663493 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.121402 1.35083E+01
+ Windsnelheid Vlissingen | ws VL = 0.372838 1.35083E+01
+ Voorspellingsfout ws MM = -0.093744 1.35083E+01
+ Onzekerheid debiet Lobith = -0.019705 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.265529 1.35083E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.35083E+01
+ Modelonzekerheid lokale waterstand = 0.313327 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.454620 4.38300E+03
+ Modelonzekerheid golfperiode = -0.146613 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 14
+ Beta = 7.021973
+ Pf = 1.10097E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.35083E+01
+ Debiet Lobith = -0.517815 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807446 1.35083E+01
+ Windsnelheid Vlissingen | ws VL = 0.001513 1.35083E+01
+ Voorspellingsfout ws MM = -0.092360 1.35083E+01
+ Onzekerheid debiet Lobith = -0.033779 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.146588 1.35083E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.35083E+01
+ Modelonzekerheid lokale waterstand = -0.066397 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.200648 4.38300E+03
+ Modelonzekerheid golfperiode = -0.063787 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 14
+ Beta = 7.021968
+ Pf = 1.10101E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.35083E+01
+ Debiet Lobith = -0.517815 1.35083E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807446 1.35083E+01
+ Windsnelheid Vlissingen | ws VL = 0.001513 1.35083E+01
+ Voorspellingsfout ws MM = -0.092360 1.35083E+01
+ Onzekerheid debiet Lobith = -0.033779 1.35083E+01
+ Onzekerheid waterstand Maasmond = -0.146588 1.35083E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.35083E+01
+ Modelonzekerheid lokale waterstand = -0.066398 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.200649 4.38300E+03
+ Modelonzekerheid golfperiode = -0.063787 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 5.65217
+ Wave height (Hs) = 2.78347
+ Wave period (Tm-1,0) = 4.49000
+ Wave direction (phi) = 258.10171
+ 2% wave runup = 4.44398
+ Calculated overtopping discharge = 1.00718E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 5.276493
+ Pf = 1.73892E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.485982 1.39549E+01 6.73816E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01 6.56892E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01 3.88957E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01 6.20768E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01 5.94596E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.03686E+00
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03 8.91919E-02
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03 1.09287E+00
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03 9.02516E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.02421
+ Z = -1.76434E-02
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 4.467503
+ Pf = 4.11987E-14
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.317355 1.39549E+01 2.61575E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.913809 1.24517E+01 1.04936E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.030179 1.24517E+01 5.50583E+01
+ Onzekerheid debiet Lobith = -0.009957 1.39549E+01 2.52792E+01
+ Onzekerheid waterstand Maasmond = -0.241874 1.24517E+01 2.48631E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.06502E+00
+ Modelonzekerheid lokale waterstand = -0.068751 4.38300E+03 1.28350E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.276493
+ Pf = 1.73892E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.485982 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.276493
+ Pf = 1.73892E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.485982 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 5.54628
+ Wave height (Hs) = 2.87161
+ Wave period (Tm-1,0) = 4.51174
+ Wave direction (phi) = 258.42017
+ 2% wave runup = 4.53197
+ Calculated overtopping discharge = 1.00564E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.993652
+ Pf = 1.34777E-12
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.552808 1.25903E+01 1.17604E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.798424 1.24517E+01 7.27603E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.028947 1.24517E+01 4.18247E+01
+ Onzekerheid debiet Lobith = -0.056241 1.25903E+01 2.53982E+02
+ Onzekerheid waterstand Maasmond = -0.180549 1.24517E+01 9.14272E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04546E+00
+ Modelonzekerheid lokale waterstand = -0.051666 4.38300E+03 1.08399E-01
+ Modelonzekerheid golfhoogte = -0.127039 4.38300E+03 1.07327E+00
+ Modelonzekerheid golfperiode = -0.038926 4.38300E+03 9.00889E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.87770
+ Z = 3.12886E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 7.539334
+ Pf = 2.38179E-14
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.615361 1.25903E+01 1.51416E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.756487 1.24517E+01 7.54660E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.022627 1.24517E+01 4.29789E+01
+ Onzekerheid debiet Lobith = -0.048951 1.25903E+01 2.48863E+02
+ Onzekerheid waterstand Maasmond = -0.209656 1.24517E+01 1.23123E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.05690E+00
+ Modelonzekerheid lokale waterstand = -0.046845 4.38300E+03 1.05954E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.993651
+ Pf = 1.34779E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.552811 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.798422 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.028947 1.24517E+01
+ Onzekerheid debiet Lobith = -0.056241 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.180551 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.051665 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.127034 4.38300E+03
+ Modelonzekerheid golfperiode = -0.038924 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.993651
+ Pf = 1.34779E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.552811 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.798422 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.028947 1.24517E+01
+ Onzekerheid debiet Lobith = -0.056241 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.180551 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.051665 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.127034 4.38300E+03
+ Modelonzekerheid golfperiode = -0.038924 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.276493
+ Pf = 1.73892E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.485982 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.957816
+ Pf = 1.73892E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.485982 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.957816
+ Pf = 1.73892E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.485982 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836986 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.062424 1.24517E+01
+ Onzekerheid debiet Lobith = -0.026074 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163146 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.056842 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162378 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049851 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.993651
+ Pf = 1.34779E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.557428 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792613 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007944 1.24517E+01
+ Voorspellingsfout ws MM = -0.030188 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058549 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.186457 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.053801 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131643 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040567 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.995061
+ Pf = 1.33431E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.557428 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792613 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007944 1.24517E+01
+ Voorspellingsfout ws MM = -0.030188 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058549 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.186457 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.053801 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131643 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040567 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.993651
+ Pf = 1.34779E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.557428 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792613 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007944 1.24517E+01
+ Voorspellingsfout ws MM = -0.030188 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058549 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.186457 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.053801 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131643 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040567 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.995061
+ Pf = 1.33431E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.557428 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792613 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007944 1.24517E+01
+ Voorspellingsfout ws MM = -0.030188 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058549 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.186457 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.053801 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131643 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040567 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.995061
+ Pf = 1.33431E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.557428 1.25903E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792613 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007944 1.24517E+01
+ Voorspellingsfout ws MM = -0.030188 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058549 1.25903E+01
+ Onzekerheid waterstand Maasmond = -0.186457 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.053801 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131643 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040567 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 8.603579
+ Pf = 3.91311E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.797728 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.317159 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.232461 1.24517E+01
+ Voorspellingsfout ws MM = -0.082748 1.24517E+01
+ Onzekerheid debiet Lobith = -0.035004 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.281983 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.091445 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.320960 4.38300E+03
+ Modelonzekerheid golfperiode = -0.100187 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 8.604732
+ Pf = 3.87398E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.797728 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.317159 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.232461 1.24517E+01
+ Voorspellingsfout ws MM = -0.082748 1.24517E+01
+ Onzekerheid debiet Lobith = -0.035004 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.281983 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.091445 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.320960 4.38300E+03
+ Modelonzekerheid golfperiode = -0.100187 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 3.341440
+ Pf = 4.16781E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.632090 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.632860 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.149636 1.24517E+01
+ Voorspellingsfout ws MM = -0.064747 1.24517E+01
+ Onzekerheid debiet Lobith = -0.049221 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.026489 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.412606 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 3.344229
+ Pf = 4.12613E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.632090 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.632860 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.149636 1.24517E+01
+ Voorspellingsfout ws MM = -0.064747 1.24517E+01
+ Onzekerheid debiet Lobith = -0.049221 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.026489 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.412606 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 9.324333
+ Pf = 5.67517E-21
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.693929 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.100716 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.355552 1.24517E+01
+ Voorspellingsfout ws MM = -0.072348 1.24517E+01
+ Onzekerheid debiet Lobith = -0.020573 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.335764 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.302293 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.396035 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123620 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.942135
+ Pf = 1.94327E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.39549E+01
+ Debiet Lobith = -0.487120 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.836264 1.39549E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.39549E+01
+ Voorspellingsfout ws MM = -0.062370 1.39549E+01
+ Onzekerheid debiet Lobith = -0.026135 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.163005 1.39549E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.39549E+01
+ Modelonzekerheid lokale waterstand = -0.056975 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162758 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049968 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 15
+ Closing situation = 2
+ Beta = 6.979440
+ Pf = 1.49132E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.39549E+01
+ Debiet Lobith = -0.557606 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.792426 1.39549E+01
+ Windsnelheid Vlissingen | ws VL = 0.007942 1.39549E+01
+ Voorspellingsfout ws MM = -0.030181 1.39549E+01
+ Onzekerheid debiet Lobith = -0.058567 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.186413 1.39549E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.39549E+01
+ Modelonzekerheid lokale waterstand = -0.053940 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.131981 4.38300E+03
+ Modelonzekerheid golfperiode = -0.040671 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 9.313815
+ Pf = 6.26622E-21
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.39549E+01
+ Debiet Lobith = -0.695007 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.100257 1.39549E+01
+ Windsnelheid Vlissingen | ws VL = 0.353930 1.39549E+01
+ Voorspellingsfout ws MM = -0.072018 1.39549E+01
+ Onzekerheid debiet Lobith = -0.020605 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.334233 1.39549E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.39549E+01
+ Modelonzekerheid lokale waterstand = 0.302762 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.396649 4.38300E+03
+ Modelonzekerheid golfperiode = -0.123812 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 15
+ Beta = 6.861211
+ Pf = 3.43459E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.39549E+01
+ Debiet Lobith = -0.515989 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.818559 1.39549E+01
+ Windsnelheid Vlissingen | ws VL = 0.004909 1.39549E+01
+ Voorspellingsfout ws MM = -0.053290 1.39549E+01
+ Onzekerheid debiet Lobith = -0.041776 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.173630 1.39549E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.39549E+01
+ Modelonzekerheid lokale waterstand = -0.056472 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.153425 4.38300E+03
+ Modelonzekerheid golfperiode = -0.047235 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 15
+ Beta = 6.861211
+ Pf = 3.43459E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.39549E+01
+ Debiet Lobith = -0.515989 1.39549E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.818559 1.39549E+01
+ Windsnelheid Vlissingen | ws VL = 0.004909 1.39549E+01
+ Voorspellingsfout ws MM = -0.053290 1.39549E+01
+ Onzekerheid debiet Lobith = -0.041776 1.39549E+01
+ Onzekerheid waterstand Maasmond = -0.173630 1.39549E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.39549E+01
+ Modelonzekerheid lokale waterstand = -0.056472 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.153426 4.38300E+03
+ Modelonzekerheid golfperiode = -0.047235 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 6.28917
+ Wave height (Hs) = 2.56931
+ Wave period (Tm-1,0) = 4.25143
+ Wave direction (phi) = 268.91124
+ 2% wave runup = 3.93139
+ Calculated overtopping discharge = 1.00618E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.500261
+ Pf = 4.02879E-11
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.350643 1.49156E+02 6.89070E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01 7.12380E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01 3.93569E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02 6.00074E+01
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01 8.67142E-01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.04503E+00
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03 1.00309E-01
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03 1.08733E+00
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03 9.02028E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 10.00656
+ Z = 1.03161E-05
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 7.707498
+ Pf = 6.47362E-15
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.263013 1.49156E+02 5.53216E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.920950 1.24517E+01 1.01697E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.021812 1.24517E+01 5.13833E+01
+ Onzekerheid debiet Lobith = -0.022246 1.49156E+02 5.82955E+01
+ Onzekerheid waterstand Maasmond = -0.276585 1.24517E+01 2.79445E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.07674E+00
+ Modelonzekerheid lokale waterstand = -0.072155 4.38300E+03 1.39033E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.500261
+ Pf = 4.02879E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.350643 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.500261
+ Pf = 4.02879E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.350643 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.19825
+ Wave height (Hs) = 2.66448
+ Wave period (Tm-1,0) = 4.27985
+ Wave direction (phi) = 270.25172
+ 2% wave runup = 4.01615
+ Calculated overtopping discharge = 1.01065E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.454216
+ Pf = 4.55682E-14
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.30000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.30000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.75000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77800E-01
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.525618 1.24885E+01 1.20781E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.814493 1.24517E+01 7.62899E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.038422 1.24517E+01 4.13105E+01
+ Onzekerheid debiet Lobith = -0.058702 1.24885E+01 2.90024E+02
+ Onzekerheid waterstand Maasmond = -0.193075 1.24517E+01 1.14510E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.05181E+00
+ Modelonzekerheid lokale waterstand = -0.055321 4.38300E+03 1.23712E-01
+ Modelonzekerheid golfhoogte = -0.117410 4.38300E+03 1.07128E+00
+ Modelonzekerheid golfperiode = -0.035800 4.38300E+03 9.00674E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 6.68298
+ Z = 3.32359E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overflow
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 8.059966
+ Pf = 3.85585E-16
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 1.00000E+01
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E-03
+ Windrichting = 0.000000 1.24517E+01 0.00000E+00
+ Debiet Lobith = -0.656867 1.24885E+01 1.72476E+04
+ Windsnelheid Schiphol 16 windrichtingen = -0.718177 1.24517E+01 7.02500E+00
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01 0.00000E+00
+ Voorspellingsfout ws MM = -0.013719 1.24517E+01 3.84039E+01
+ Onzekerheid debiet Lobith = -0.067234 1.24885E+01 6.54735E+02
+ Onzekerheid waterstand Maasmond = -0.209570 1.24517E+01 1.13704E+00
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01 1.06081E+00
+ Modelonzekerheid lokale waterstand = -0.064188 4.38300E+03 1.55206E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.454206
+ Pf = 4.55716E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.525647 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.814477 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.038417 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058704 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.193079 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.055323 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.117387 4.38300E+03
+ Modelonzekerheid golfperiode = -0.035793 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.454206
+ Pf = 4.55716E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.525647 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.814477 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.038417 1.24517E+01
+ Onzekerheid debiet Lobith = -0.058704 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.193079 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.055323 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.117387 4.38300E+03
+ Modelonzekerheid golfperiode = -0.035793 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.500261
+ Pf = 4.02879E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.350643 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 7.161135
+ Pf = 4.02879E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.350643 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 7.161135
+ Pf = 4.02879E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.350643 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.897819 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.24517E+01
+ Voorspellingsfout ws MM = -0.067700 1.24517E+01
+ Onzekerheid debiet Lobith = -0.023864 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.192445 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.061726 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.151104 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046260 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.454206
+ Pf = 4.55716E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.531578 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807754 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007453 1.24517E+01
+ Voorspellingsfout ws MM = -0.040166 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061290 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.199734 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.057773 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.122065 4.38300E+03
+ Modelonzekerheid golfperiode = -0.037428 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.455532
+ Pf = 4.51159E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.531578 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807754 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007453 1.24517E+01
+ Voorspellingsfout ws MM = -0.040166 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061290 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.199734 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.057773 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.122065 4.38300E+03
+ Modelonzekerheid golfperiode = -0.037428 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.454206
+ Pf = 4.55716E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.531578 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807754 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007453 1.24517E+01
+ Voorspellingsfout ws MM = -0.040166 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061290 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.199734 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.057773 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.122065 4.38300E+03
+ Modelonzekerheid golfperiode = -0.037428 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.455532
+ Pf = 4.51159E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.531578 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807754 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007453 1.24517E+01
+ Voorspellingsfout ws MM = -0.040166 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061290 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.199734 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.057773 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.122065 4.38300E+03
+ Modelonzekerheid golfperiode = -0.037428 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.455532
+ Pf = 4.51159E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.531578 1.24885E+01
+ Windsnelheid Schiphol 16 windrichtingen = -0.807754 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.007453 1.24517E+01
+ Voorspellingsfout ws MM = -0.040166 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061290 1.24885E+01
+ Onzekerheid waterstand Maasmond = -0.199734 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.057773 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.122065 4.38300E+03
+ Modelonzekerheid golfperiode = -0.037428 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 10.057524
+ Pf = 4.34093E-24
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.659524 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.325067 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.309332 1.24517E+01
+ Voorspellingsfout ws MM = -0.134092 1.24517E+01
+ Onzekerheid debiet Lobith = -0.034368 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.416916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.139272 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.371212 4.38300E+03
+ Modelonzekerheid golfperiode = -0.116179 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 10.058514
+ Pf = 4.29752E-24
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.659524 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.325067 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.309332 1.24517E+01
+ Voorspellingsfout ws MM = -0.134092 1.24517E+01
+ Onzekerheid debiet Lobith = -0.034368 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.416916 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.139272 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.371212 4.38300E+03
+ Modelonzekerheid golfperiode = -0.116179 4.38300E+03
+=====================================================================================
+ Status = Result scenario rule calculation
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 3.496091
+ Pf = 2.36108E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.635763 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.624500 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.143017 1.24517E+01
+ Voorspellingsfout ws MM = -0.048617 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061006 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.023425 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.422749 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining with scenario probability
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 3.498773
+ Pf = 2.33747E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.635763 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.624500 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = -0.143017 1.24517E+01
+ Voorspellingsfout ws MM = -0.048617 1.24517E+01
+ Onzekerheid debiet Lobith = -0.061006 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.023425 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = -0.422749 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = After combining of rules to scenario
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 10.496962
+ Pf = 4.56026E-26
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.24517E+01
+ Debiet Lobith = -0.554211 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.180231 1.24517E+01
+ Windsnelheid Vlissingen | ws VL = 0.391773 1.24517E+01
+ Voorspellingsfout ws MM = -0.136770 1.24517E+01
+ Onzekerheid debiet Lobith = -0.020541 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.463441 1.24517E+01
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.24517E+01
+ Modelonzekerheid lokale waterstand = 0.283432 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.418874 4.38300E+03
+ Modelonzekerheid golfperiode = -0.131095 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.812706
+ Pf = 4.81717E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.49156E+02
+ Debiet Lobith = -0.367899 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.889648 1.49156E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 1.49156E+02
+ Voorspellingsfout ws MM = -0.067084 1.49156E+02
+ Onzekerheid debiet Lobith = -0.025039 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.190693 1.49156E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.49156E+02
+ Modelonzekerheid lokale waterstand = -0.064764 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.158541 4.38300E+03
+ Modelonzekerheid golfperiode = -0.048536 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 16
+ Closing situation = 2
+ Beta = 7.120703
+ Pf = 5.40599E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.49156E+02
+ Debiet Lobith = -0.531141 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.807091 1.49156E+02
+ Windsnelheid Vlissingen | ws VL = 0.007447 1.49156E+02
+ Voorspellingsfout ws MM = -0.040133 1.49156E+02
+ Onzekerheid debiet Lobith = -0.061239 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.199570 1.49156E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.49156E+02
+ Modelonzekerheid lokale waterstand = -0.060095 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.126971 4.38300E+03
+ Modelonzekerheid golfperiode = -0.038933 4.38300E+03
+=====================================================================================
+ Status = Upscale to largest discharge duration
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 10.262996
+ Pf = 5.28172E-25
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.49156E+02
+ Debiet Lobith = -0.564257 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.175609 1.49156E+02
+ Windsnelheid Vlissingen | ws VL = 0.381726 1.49156E+02
+ Voorspellingsfout ws MM = -0.133263 1.49156E+02
+ Onzekerheid debiet Lobith = -0.020913 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.451556 1.49156E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.49156E+02
+ Modelonzekerheid lokale waterstand = 0.288570 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.426467 4.38300E+03
+ Modelonzekerheid golfperiode = -0.133471 4.38300E+03
+=====================================================================================
+ Status = After combining over closure scenarios
+ Wind direction = 16
+ Beta = 6.797387
+ Pf = 5.35777E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.49156E+02
+ Debiet Lobith = -0.371043 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.888200 1.49156E+02
+ Windsnelheid Vlissingen | ws VL = 0.000869 1.49156E+02
+ Voorspellingsfout ws MM = -0.066973 1.49156E+02
+ Onzekerheid debiet Lobith = -0.025939 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.191235 1.49156E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.49156E+02
+ Modelonzekerheid lokale waterstand = -0.064877 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.158529 4.38300E+03
+ Modelonzekerheid golfperiode = -0.048553 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 16
+ Beta = 6.797387
+ Pf = 5.35777E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.49156E+02
+ Debiet Lobith = -0.371043 1.49156E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.888200 1.49156E+02
+ Windsnelheid Vlissingen | ws VL = 0.000869 1.49156E+02
+ Voorspellingsfout ws MM = -0.066973 1.49156E+02
+ Onzekerheid debiet Lobith = -0.025939 1.49156E+02
+ Onzekerheid waterstand Maasmond = -0.191235 1.49156E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 1.49156E+02
+ Modelonzekerheid lokale waterstand = -0.064878 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.158529 4.38300E+03
+ Modelonzekerheid golfperiode = -0.048553 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 8.106254
+ Pf = 2.63813E-16
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.532013 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.796799 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.006356 4.79644E+02
+ Voorspellingsfout ws MM = -0.032150 4.79644E+02
+ Onzekerheid debiet Lobith = -0.099381 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.253497 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.082841 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.000067 4.38300E+03
+ Modelonzekerheid golfperiode = -0.000019 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 13.909805
+ Pf = 2.87912E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.866731 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.026896 4.79644E+02
+ Onzekerheid debiet Lobith = -0.475354 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.002615 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.148610 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 13.599014
+ Pf = 2.11191E-42
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.853861 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.166109 4.79644E+02
+ Onzekerheid debiet Lobith = -0.461910 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.025819 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.139070 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095158 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 13.130464
+ Pf = 1.14317E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.802830 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.334942 4.79644E+02
+ Onzekerheid debiet Lobith = -0.416757 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.069508 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.125616 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207531 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076884 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 12.880305
+ Pf = 3.01070E-38
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.768619 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.410872 4.79644E+02
+ Onzekerheid debiet Lobith = -0.386955 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.090496 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.118203 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244456 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 12.749702
+ Pf = 1.62025E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.749010 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.451355 4.79644E+02
+ Onzekerheid debiet Lobith = -0.372098 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.100638 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253694 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 12.775653
+ Pf = 1.16127E-37
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.739147 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.464759 4.79644E+02
+ Onzekerheid debiet Lobith = -0.364573 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.108363 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.114988 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263329 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 12.241956
+ Pf = 9.57635E-35
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.737462 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.466692 4.79644E+02
+ Onzekerheid debiet Lobith = -0.355442 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.106950 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277096 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 11.975629
+ Pf = 2.45762E-33
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.739913 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.457290 4.79644E+02
+ Onzekerheid debiet Lobith = -0.352483 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.103269 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.112423 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288465 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112499 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 11.219178
+ Pf = 1.68499E-29
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.741877 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.470818 4.79644E+02
+ Onzekerheid debiet Lobith = -0.339218 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.093118 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.100825 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286448 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 8.270323
+ Pf = 6.75593E-17
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.502444 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.703357 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.005120 4.79644E+02
+ Voorspellingsfout ws MM = -0.117050 4.79644E+02
+ Onzekerheid debiet Lobith = -0.096988 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.111335 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.157221 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.410082 4.38300E+03
+ Modelonzekerheid golfperiode = -0.156281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 7.364673
+ Pf = 8.94811E-14
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.547802 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.734397 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.003439 4.79644E+02
+ Voorspellingsfout ws MM = -0.129026 4.79644E+02
+ Onzekerheid debiet Lobith = -0.079754 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.100097 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.111926 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.319815 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112807 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 13
+ Beta = 6.722165
+ Pf = 9.00234E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.519118 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.787902 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.001442 4.79644E+02
+ Voorspellingsfout ws MM = -0.105875 4.79644E+02
+ Onzekerheid debiet Lobith = -0.046354 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.122591 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.083810 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.258931 4.38300E+03
+ Modelonzekerheid golfperiode = -0.085258 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 14
+ Beta = 6.504873
+ Pf = 3.90717E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.515711 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.804164 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.001507 4.79644E+02
+ Voorspellingsfout ws MM = -0.091984 4.79644E+02
+ Onzekerheid debiet Lobith = -0.033641 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.145992 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.071461 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.215949 4.38300E+03
+ Modelonzekerheid golfperiode = -0.068651 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 15
+ Beta = 6.336544
+ Pf = 1.18013E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.514719 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.816546 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.004897 4.79644E+02
+ Voorspellingsfout ws MM = -0.053158 4.79644E+02
+ Onzekerheid debiet Lobith = -0.041673 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.173203 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.060947 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.165584 4.38300E+03
+ Modelonzekerheid golfperiode = -0.050978 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 16
+ Beta = 6.626970
+ Pf = 1.72233E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.370739 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.887473 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000868 4.79644E+02
+ Voorspellingsfout ws MM = -0.066918 4.79644E+02
+ Onzekerheid debiet Lobith = -0.025918 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.191078 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.066480 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162444 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049752 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 8.518035
+ Pf = 8.21544E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.532013 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.796799 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.006356 4.79644E+02
+ Voorspellingsfout ws MM = -0.032150 4.79644E+02
+ Onzekerheid debiet Lobith = -0.099381 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.253497 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.082841 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.000067 4.38300E+03
+ Modelonzekerheid golfperiode = -0.000019 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 13.982296
+ Pf = 1.04270E-44
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.866731 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.026896 4.79644E+02
+ Onzekerheid debiet Lobith = -0.475354 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.002615 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.148610 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 13.799628
+ Pf = 1.33455E-43
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.853861 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.166109 4.79644E+02
+ Onzekerheid debiet Lobith = -0.461910 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.025819 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.139070 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.095158 4.38300E+03
+ Modelonzekerheid golfperiode = -0.030103 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 13.331922
+ Pf = 7.84266E-41
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.802830 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.334942 4.79644E+02
+ Onzekerheid debiet Lobith = -0.416757 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.069508 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.125616 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.207531 4.38300E+03
+ Modelonzekerheid golfperiode = -0.076884 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 13.099304
+ Pf = 1.72397E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.768619 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.410872 4.79644E+02
+ Onzekerheid debiet Lobith = -0.386955 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.090496 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.118203 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.244456 4.38300E+03
+ Modelonzekerheid golfperiode = -0.093564 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 12.983350
+ Pf = 7.88481E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.749010 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.451355 4.79644E+02
+ Onzekerheid debiet Lobith = -0.372098 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.100638 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.113412 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.253694 4.38300E+03
+ Modelonzekerheid golfperiode = -0.097234 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 12.999536
+ Pf = 6.38218E-39
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.739147 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.464759 4.79644E+02
+ Onzekerheid debiet Lobith = -0.364573 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.108363 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.114988 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.263329 4.38300E+03
+ Modelonzekerheid golfperiode = -0.102176 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 12.455334
+ Pf = 6.76068E-36
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.737462 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.466692 4.79644E+02
+ Onzekerheid debiet Lobith = -0.355442 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.106950 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.110615 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.277096 4.38300E+03
+ Modelonzekerheid golfperiode = -0.107488 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 12.168123
+ Pf = 2.37118E-34
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.739913 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.457290 4.79644E+02
+ Onzekerheid debiet Lobith = -0.352483 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.103269 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.112423 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.288465 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112499 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 11.398968
+ Pf = 2.17371E-30
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.741877 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = 0.000000 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000000 4.79644E+02
+ Voorspellingsfout ws MM = -0.470818 4.79644E+02
+ Onzekerheid debiet Lobith = -0.339218 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.093118 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.100825 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.286448 4.38300E+03
+ Modelonzekerheid golfperiode = -0.109500 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 8.524685
+ Pf = 7.75717E-18
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.502444 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.703357 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.005120 4.79644E+02
+ Voorspellingsfout ws MM = -0.117050 4.79644E+02
+ Onzekerheid debiet Lobith = -0.096988 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.111335 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.157221 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.410082 4.38300E+03
+ Modelonzekerheid golfperiode = -0.156281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 7.663492
+ Pf = 9.12773E-15
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.547802 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.734397 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.003439 4.79644E+02
+ Voorspellingsfout ws MM = -0.129026 4.79644E+02
+ Onzekerheid debiet Lobith = -0.079754 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.100097 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.111926 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.319815 4.38300E+03
+ Modelonzekerheid golfperiode = -0.112807 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 13
+ Beta = 7.087359
+ Pf = 6.88121E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.519118 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.787902 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.001442 4.79644E+02
+ Voorspellingsfout ws MM = -0.105875 4.79644E+02
+ Onzekerheid debiet Lobith = -0.046354 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.122591 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.083810 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.258931 4.38300E+03
+ Modelonzekerheid golfperiode = -0.085258 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 14
+ Beta = 6.938627
+ Pf = 1.99210E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.515711 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.804164 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.001507 4.79644E+02
+ Voorspellingsfout ws MM = -0.091984 4.79644E+02
+ Onzekerheid debiet Lobith = -0.033641 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.145992 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.071461 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.215949 4.38300E+03
+ Modelonzekerheid golfperiode = -0.068651 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 15
+ Beta = 6.814492
+ Pf = 4.75774E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.514719 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.816546 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.004897 4.79644E+02
+ Voorspellingsfout ws MM = -0.053158 4.79644E+02
+ Onzekerheid debiet Lobith = -0.041673 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.173203 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.060947 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.165584 4.38300E+03
+ Modelonzekerheid golfperiode = -0.050978 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 16
+ Beta = 7.097515
+ Pf = 6.39436E-13
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 4.79644E+02
+ Debiet Lobith = -0.370739 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.887473 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.000868 4.79644E+02
+ Voorspellingsfout ws MM = -0.066918 4.79644E+02
+ Onzekerheid debiet Lobith = -0.025918 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.191078 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.066480 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.162444 4.38300E+03
+ Modelonzekerheid golfperiode = -0.049752 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 15
+ Beta = 6.737782
+ Pf = 8.08653E-12
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = -0.303900 4.79644E+02
+ Debiet Lobith = -0.636557 4.79644E+02
+ Windsnelheid Schiphol 16 windrichtingen = -0.640913 4.79644E+02
+ Windsnelheid Vlissingen | ws VL = 0.003496 4.79644E+02
+ Voorspellingsfout ws MM = -0.051054 4.79644E+02
+ Onzekerheid debiet Lobith = -0.049003 4.79644E+02
+ Onzekerheid waterstand Maasmond = -0.133530 4.79644E+02
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.79644E+02
+ Modelonzekerheid lokale waterstand = -0.083704 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.237205 4.38300E+03
+ Modelonzekerheid golfperiode = -0.074483 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = 6.408457
+ Pf = 7.38426E-11
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = -0.302764 4.38300E+03
+ Debiet Lobith = -0.634180 4.38300E+03
+ Windsnelheid Schiphol 16 windrichtingen = -0.638519 4.38300E+03
+ Windsnelheid Vlissingen | ws VL = 0.003483 4.38300E+03
+ Voorspellingsfout ws MM = -0.050863 4.38300E+03
+ Onzekerheid debiet Lobith = -0.048820 4.38300E+03
+ Onzekerheid waterstand Maasmond = -0.133031 4.38300E+03
+Onzekerheid windsnelheid Schiphol | wl M = 0.000000 4.38300E+03
+ Modelonzekerheid lokale waterstand = -0.087825 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.248883 4.38300E+03
+ Modelonzekerheid golfperiode = -0.078150 4.38300E+03
+=====================================================================================
+ Elapsed time = 73.065000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-beta.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-beta.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-beta.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = invalid
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-closing.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-closing.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-closing.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = invalid
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-hs.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-hs.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-hs.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = invalid
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-wind.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-wind.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-invalid-wind.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = invalid
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overflow.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overflow.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overflow.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2575 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overtopping.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overtopping.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-overtopping.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2432 @@
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-relevant-overflow.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-relevant-overflow.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-no-relevant-overflow.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-not-dominant.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-not-dominant.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/6-3_0-output-not-dominant.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2935 @@
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.77544
+ Wave height (Hs) = 0.94689
+ Wave period (Tm-1,0) = 4.12636
+ Wave direction (phi) = 347.02844
+ 2% wave runup = 2.20315
+ Calculated overtopping discharge = 3.92062E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.082252 4.38300E+03 2.57509E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034534 4.38300E+03 3.93815E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03 9.07595E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.938257 1.20000E+01 1.58650E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.79945E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.45479E+00
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01 9.71571E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47175E-03
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01 1.07036E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20416E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33795E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00193E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.052950 4.38300E+03 9.98706E-01
+ Model uncertainty wave period = -0.063452 4.38300E+03 9.66040E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = 2.15815E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 3.196192
+ Pf = 6.96336E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002149 4.38300E+03 3.95169E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.14994E+00
+ Water level Hoek van Holland = -0.999603 1.20000E+01 2.85986E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.48607E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.08721E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51280E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.04200E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46903E-03
+Uncertainty water level Hoek van Holland = -0.028091 1.20000E+01 1.79566E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.02012E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.24457E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00323E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938257 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312240 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052950 4.38300E+03
+ Model uncertainty wave period = -0.063452 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.78846
+ Wave height (Hs) = 0.81411
+ Wave period (Tm-1,0) = 3.35327
+ Wave direction (phi) = 5.18991
+ 2% wave runup = 2.13558
+ Calculated overtopping discharge = 3.89645E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.394541 4.38300E+03 2.50516E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.089281 4.38300E+03 3.91973E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49606E+00
+ Water level Hoek van Holland = -0.754673 1.20000E+01 1.53450E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24092E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.81845E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70025E+00
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01 8.71235E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.85045E-03
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01 2.07306E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.33219E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.59132E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00373E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.045405 4.38300E+03 9.95925E-01
+ Model uncertainty wave period = -0.054418 4.38300E+03 9.64111E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -1.39413E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 4.983324
+ Pf = 3.12993E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003723 4.38300E+03 3.94481E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998806 1.20000E+01 2.81834E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84804E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19699E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.47137E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.67574E-03
+Uncertainty water level Hoek van Holland = -0.048713 1.20000E+01 4.85508E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46197E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.06885E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00874E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394541 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754673 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488912 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045405 4.38300E+03
+ Model uncertainty wave period = -0.054418 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.79590
+ Wave height (Hs) = 0.83735
+ Wave period (Tm-1,0) = 3.44442
+ Wave direction (phi) = 16.71566
+ 2% wave runup = 2.11016
+ Calculated overtopping discharge = 3.90414E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.378598 4.38300E+03 2.45949E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.083936 4.38300E+03 3.90358E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.49777E+00
+ Water level Hoek van Holland = -0.802183 1.20000E+01 1.54096E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.24902E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.82572E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.70478E+00
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01 8.89953E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.32810E-03
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01 3.14771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.54117E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.93463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00567E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.044001 4.38300E+03 9.98865E-01
+ Model uncertainty wave period = -0.052766 4.38300E+03 9.66154E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.39841E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 5.064565
+ Pf = 2.05011E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003668 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998841 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.36021E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68508E-03
+Uncertainty water level Hoek van Holland = -0.047999 1.20000E+01 4.86188E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46961E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07735E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378598 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802183 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423521 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044001 4.38300E+03
+ Model uncertainty wave period = -0.052766 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.81312
+ Wave height (Hs) = 0.83121
+ Wave period (Tm-1,0) = 3.37809
+ Wave direction (phi) = 30.64645
+ 2% wave runup = 2.06256
+ Calculated overtopping discharge = 3.87486E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.323701 4.38300E+03 2.42397E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.070320 4.38300E+03 3.89180E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50218E+00
+ Water level Hoek van Holland = -0.730032 1.20000E+01 1.55770E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.26996E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84451E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71645E+00
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01 8.62246E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.50861E-03
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01 4.00626E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.50705E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.00783E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00721E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.091792 4.38300E+03 1.01710E+00
+ Model uncertainty wave period = -0.044482 4.38300E+03 9.67602E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -9.57842E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 5.120298
+ Pf = 1.52797E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003632 4.38300E+03 3.94479E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998864 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.23568E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69126E-03
+Uncertainty water level Hoek van Holland = -0.047520 1.20000E+01 4.86637E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.47467E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08296E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00876E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323701 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730032 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574718 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091792 4.38300E+03
+ Model uncertainty wave period = -0.044482 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.83409
+ Wave height (Hs) = 0.84816
+ Wave period (Tm-1,0) = 3.40651
+ Wave direction (phi) = 43.22338
+ 2% wave runup = 2.04436
+ Calculated overtopping discharge = 3.88226E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.330569 4.38300E+03 2.41873E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.071104 4.38300E+03 3.89055E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03 9.20000E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50775E+00
+ Water level Hoek van Holland = -0.679877 1.20000E+01 1.57894E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.29655E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86833E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.73124E+00
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01 8.62650E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 5.89362E-03
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01 4.28627E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 4.82205E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 5.35784E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00772E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.137743 4.38300E+03 1.03100E+00
+ Model uncertainty wave period = -0.046840 4.38300E+03 9.68073E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -4.79174E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 5.054925
+ Pf = 2.15639E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003675 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998837 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51931E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.05570E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68399E-03
+Uncertainty water level Hoek van Holland = -0.048083 1.20000E+01 4.86109E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46872E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07636E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330569 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071104 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679877 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619320 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136790 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137743 4.38300E+03
+ Model uncertainty wave period = -0.046840 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82685
+ Wave height (Hs) = 0.81378
+ Wave period (Tm-1,0) = 4.54201
+ Wave direction (phi) = 293.33458
+ 2% wave runup = 2.06182
+ Calculated overtopping discharge = 3.82436E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340876
+ Pf = 4.17628E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.115748 4.38300E+03 2.46466E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.068561 4.38300E+03 3.82287E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.167111 4.38300E+03 7.86008E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50381E+00
+ Water level Hoek van Holland = -0.297746 1.20000E+01 1.56391E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27774E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85148E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.72079E+00
+ Wind speed Hoek van Holland | wl HvH = -0.817406 1.20000E+01 1.55091E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.54080E-02
+Uncertainty water level Hoek van Holland = -0.167708 1.20000E+01 1.12058E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.26065E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.40073E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.02017E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379380 4.38300E+03 1.23082E+00
+ Model uncertainty wave period = -0.158479 4.38300E+03 1.01824E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -5.27654E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 5.062679
+ Pf = 2.07050E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003670 4.38300E+03 3.94480E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998840 1.20000E+01 2.81833E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84803E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19698E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 6.76399E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.68487E-03
+Uncertainty water level Hoek van Holland = -0.048015 1.20000E+01 4.86172E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.46944E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.07715E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00875E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115724 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068549 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167077 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298374 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817232 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167707 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379301 4.38300E+03
+ Model uncertainty wave period = -0.158446 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82083
+ Wave height (Hs) = 0.81638
+ Wave period (Tm-1,0) = 4.55486
+ Wave direction (phi) = 294.09704
+ 2% wave runup = 2.07488
+ Calculated overtopping discharge = 3.84413E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034196
+ Pf = 1.20596E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.121657 4.38300E+03 2.47080E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.072033 4.38300E+03 3.82886E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.175980 4.38300E+03 7.91850E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.50233E+00
+ Water level Hoek van Holland = -0.430187 1.20000E+01 1.55827E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.27068E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.84515E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.71685E+00
+ Wind speed Hoek van Holland | wl HvH = -0.764471 1.20000E+01 1.59917E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.47358E-02
+Uncertainty water level Hoek van Holland = -0.176602 1.20000E+01 1.07169E-02
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.20565E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.33961E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01929E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.347952 4.38300E+03 1.19059E+00
+ Model uncertainty wave period = -0.165242 4.38300E+03 1.01515E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = -2.06277E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.177207
+ Pf = 1.12826E-07
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.003596 4.38300E+03 3.94478E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.79290E+00
+ Water level Hoek van Holland = -0.998886 1.20000E+01 2.81832E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.84802E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.19697E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.51930E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 7.85788E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.69856E-03
+Uncertainty water level Hoek van Holland = -0.047049 1.20000E+01 4.87168E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.48064E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.08960E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00877E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121651 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072030 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175971 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430286 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764430 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176599 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.347934 4.38300E+03
+ Model uncertainty wave period = -0.165234 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82052
+ Wave height (Hs) = 0.82693
+ Wave period (Tm-1,0) = 4.55595
+ Wave direction (phi) = 294.37684
+ 2% wave runup = 2.08594
+ Calculated overtopping discharge = 3.78977E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.764030
+ Pf = 2.85468E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.117042 4.38300E+03 2.48677E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.067834 4.38300E+03 3.84664E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.162616 4.38300E+03 8.12126E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 1.14930E+00
+ Water level Hoek van Holland = -0.542792 1.20000E+01 1.58890E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.35955E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.85539E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.59673E+00
+ Wind speed Hoek van Holland | wl HvH = -0.682052 1.20000E+01 1.62203E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.26164E-02
+Uncertainty water level Hoek van Holland = -0.165981 1.20000E+01 9.17555E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.03225E-02
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.14694E-02
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.01652E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.379000 4.38300E+03 1.18904E+00
+ Model uncertainty wave period = -0.155712 4.38300E+03 1.00734E+00
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01640
+ Z = 5.92529E-06
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 4.550104
+ Pf = 2.68359E-06
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002912 4.38300E+03 3.94794E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.08892E+00
+ Water level Hoek van Holland = -0.999271 1.20000E+01 2.74398E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.73963E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.24521E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.75199E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 9.70196E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 4.76456E-03
+Uncertainty water level Hoek van Holland = -0.038078 1.20000E+01 3.46514E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 3.89828E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 4.33142E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00624E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116983 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067803 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162534 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543442 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681704 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165933 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378808 4.38300E+03
+ Model uncertainty wave period = -0.155634 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.86796
+ Wave height (Hs) = 0.88807
+ Wave period (Tm-1,0) = 4.11624
+ Wave direction (phi) = 297.36498
+ 2% wave runup = 2.12850
+ Calculated overtopping discharge = 3.89503E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.114875 4.38300E+03 2.55424E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.034345 4.38300E+03 3.93275E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03 9.10592E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 9.28544E-01
+ Water level Hoek van Holland = -0.788240 1.20000E+01 1.67455E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47472E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90713E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.54254E+00
+ Wind speed Hoek van Holland | wl HvH = -0.591583 1.20000E+01 1.26024E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.24909E-03
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01 1.63571E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.84017E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.04463E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00294E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.064332 4.38300E+03 1.00391E+00
+ Model uncertainty wave period = -0.061983 4.38300E+03 9.67760E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01641
+ Z = -1.31971E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 3.688781
+ Pf = 1.12697E-04
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002704 4.38300E+03 3.94986E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.48807E+00
+ Water level Hoek van Holland = -0.999371 1.20000E+01 2.77086E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.62805E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.17673E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.73751E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.39970E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 3.58560E-03
+Uncertainty water level Hoek van Holland = -0.035347 1.20000E+01 2.60771E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.93368E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 3.25964E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00469E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788242 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591581 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064332 4.38300E+03
+ Model uncertainty wave period = -0.061983 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.87350
+ Wave height (Hs) = 0.91641
+ Wave period (Tm-1,0) = 3.91266
+ Wave direction (phi) = 303.79414
+ 2% wave runup = 2.14176
+ Calculated overtopping discharge = 3.94268E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 3.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.133850 4.38300E+03 2.58017E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.033919 4.38300E+03 3.94728E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03 9.18510E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 4.60253E-01
+ Water level Hoek van Holland = -0.895065 1.20000E+01 1.71123E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.47291E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90733E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.44343E+00
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01 1.04130E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 7.80634E-04
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01 5.67734E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 6.38700E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.09667E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00102E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.049468 4.38300E+03 9.93979E-01
+ Model uncertainty wave period = -0.059149 4.38300E+03 9.62754E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -1.68317E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 2.875202
+ Pf = 2.01891E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002382 4.38300E+03 3.95171E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.59773E+00
+ Water level Hoek van Holland = -0.999512 1.20000E+01 2.80994E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.75687E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.12912E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65169E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 2.20179E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 2.46198E-03
+Uncertainty water level Hoek van Holland = -0.031137 1.20000E+01 1.79053E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 2.01435E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 2.23816E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00322E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895065 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411260 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049468 4.38300E+03
+ Model uncertainty wave period = -0.059149 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.84968
+ Wave height (Hs) = 0.89990
+ Wave period (Tm-1,0) = 3.85986
+ Wave direction (phi) = 316.97667
+ 2% wave runup = 2.15880
+ Calculated overtopping discharge = 3.92813E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508349
+ Pf = 3.05604E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.102311 4.38300E+03 2.58180E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.026184 4.38300E+03 3.94790E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.011401 4.38300E+03 9.18609E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.820194 1.20000E+01 1.69440E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.44283E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.90075E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.37303E+00
+ Wind speed Hoek van Holland | wl HvH = -0.556943 1.20000E+01 9.50504E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 6.92129E-04
+Uncertainty water level Hoek van Holland = -0.049510 1.20000E+01 5.03366E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 5.66287E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 6.29208E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00091E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.037190 4.38300E+03 9.93592E-01
+ Model uncertainty wave period = -0.044483 4.38300E+03 9.62487E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = -2.93704E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 2.583271
+ Pf = 4.89346E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.002084 4.38300E+03 3.95257E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.51275E+00
+ Water level Hoek van Holland = -0.999627 1.20000E+01 2.81389E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.66048E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.11608E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.65478E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.97712E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.93458E-03
+Uncertainty water level Hoek van Holland = -0.027232 1.20000E+01 1.40697E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.58284E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.75871E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00253E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820234 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556887 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037186 4.38300E+03
+ Model uncertainty wave period = -0.044478 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.82002
+ Wave height (Hs) = 0.90475
+ Wave period (Tm-1,0) = 3.85894
+ Wave direction (phi) = 332.60991
+ 2% wave runup = 2.18145
+ Calculated overtopping discharge = 3.95462E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Factor f_b = 0.000000 4.38300E+03 4.75000E+00
+ Factor f_n = 0.101589 4.38300E+03 2.57880E+00
+ Model factor overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.028534 4.38300E+03 3.94572E-03
+ Model factor wave height = 0.000000 4.38300E+03 0.00000E+00
+ Model factor wave period = 0.000000 4.38300E+03 0.00000E+00
+ Model error local waterlevel = 0.000000 4.38300E+03 0.00000E+00
+ Model factor 2% wave runup = 0.000000 4.38300E+03 1.00000E+00
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03 9.17059E-01
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 8.00000E-02
+ Water level Hoek van Holland = -0.958169 1.20000E+01 1.66704E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 1.36449E+00
+ Water level OS11 = 0.000000 1.20000E+01 1.86940E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 2.33591E+00
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01 9.31529E+00
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 8.56496E-04
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01 6.22906E-04
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 7.00769E-04
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 7.78633E-04
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00112E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = -0.040258 4.38300E+03 9.94561E-01
+ Model uncertainty wave period = -0.048193 4.38300E+03 9.63161E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.01642
+ Z = 9.12529E-07
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 2.571084
+ Pf = 5.06907E-03
+ Variable Alpha Duration X
+ Dike height = 0.000000 4.38300E+03 3.00000E+00
+ Model factor critical overtopping = 0.000000 4.38300E+03 1.00000E+00
+ Critical overtopping rate = 0.001929 4.38300E+03 3.95282E-03
+ Wind direction = 0.000000 1.20000E+01 0.00000E+00
+ Water level Den Helder = 0.000000 1.20000E+01 2.33403E+00
+ Water level Hoek van Holland = -0.999680 1.20000E+01 2.83573E+00
+ Water level IJmuiden = 0.000000 1.20000E+01 2.63174E+00
+ Water level OS11 = 0.000000 1.20000E+01 3.09865E+00
+ Water level Vlissingen = 0.000000 1.20000E+01 3.59366E+00
+ Wind speed Hoek van Holland | wl HvH = 0.000000 1.20000E+01 1.87740E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01 1.78218E-03
+Uncertainty water level Hoek van Holland = -0.025206 1.20000E+01 1.29613E-03
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level OS11 = 0.000000 1.20000E+01 1.45815E-03
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01 1.62016E-03
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01 1.00233E+00
+ Model uncertainty local water level = 0.000000 4.38300E+03 0.00000E+00
+ Model uncertainty wave height = 0.000000 4.38300E+03 9.90000E-01
+ Model uncertainty wave period = 0.000000 4.38300E+03 0.00000E+00
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958169 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252357 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040258 4.38300E+03
+ Model uncertainty wave period = -0.048193 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 0.865341
+ Pf = 1.93426E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 0.686802
+ Pf = 2.46104E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 1.060345
+ Pf = 1.44494E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 1.553692
+ Pf = 6.01289E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 1.566738
+ Pf = 5.85879E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 3.340743
+ Pf = 4.17828E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 3.034174
+ Pf = 1.20605E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 2.763849
+ Pf = 2.85625E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 1.138089
+ Pf = 1.27542E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 0.423345
+ Pf = 3.36022E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 0.508333
+ Pf = 3.05610E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 0.596260
+ Pf = 2.75501E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 2.412453
+ Pf = 7.92279E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.082252 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.059733 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.938254 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.312239 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.061846 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.052967 4.38300E+03
+ Model uncertainty wave period = -0.063473 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 2.293134
+ Pf = 1.09201E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.394540 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.089281 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.754672 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.488911 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.150921 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.045420 4.38300E+03
+ Model uncertainty wave period = -0.054436 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 2.341979
+ Pf = 9.59088E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.378597 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.083936 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.802182 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.423520 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.148428 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.044016 4.38300E+03
+ Model uncertainty wave period = -0.052783 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 2.557880
+ Pf = 5.26565E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.323700 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.070320 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.730029 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.574716 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.128927 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.091823 4.38300E+03
+ Model uncertainty wave period = -0.044496 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 2.682301
+ Pf = 3.65593E-03
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.330567 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.071103 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.000000 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.679872 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.619315 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.136789 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.137788 4.38300E+03
+ Model uncertainty wave period = -0.046856 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 4.035950
+ Pf = 2.72043E-05
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.115718 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.068545 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.167068 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.298358 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.817186 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.167697 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.379406 4.38300E+03
+ Model uncertainty wave period = -0.158490 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 3.627260
+ Pf = 1.43257E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.121645 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072026 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.175962 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.430264 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.764393 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.176590 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.348033 4.38300E+03
+ Model uncertainty wave period = -0.165281 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 3.308606
+ Pf = 4.68866E-04
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.116977 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.067799 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.162525 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.543412 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.681666 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.165924 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.378913 4.38300E+03
+ Model uncertainty wave period = -0.155677 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 2.088889
+ Pf = 1.83588E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.114874 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.034345 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.034442 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.788240 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.591580 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.071862 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.064353 4.38300E+03
+ Model uncertainty wave period = -0.062003 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 1.836094
+ Pf = 3.31718E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.133850 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.033919 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.014668 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.895064 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.411259 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.067053 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.049484 4.38300E+03
+ Model uncertainty wave period = -0.059168 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 2.024825
+ Pf = 2.14426E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.102301 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.026182 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.011400 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.820233 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.556886 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.049508 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.037198 4.38300E+03
+ Model uncertainty wave period = -0.044493 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 2.217045
+ Pf = 1.33100E-02
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.101589 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.028534 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.020555 4.38300E+03
+ Wind direction = 0.000000 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.958168 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.252356 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.052234 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.040272 4.38300E+03
+ Model uncertainty wave period = -0.048209 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 10
+ Beta = 1.198284
+ Pf = 1.15403E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.297846 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.072047 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.021864 4.38300E+03
+ Wind direction = -0.787127 1.20000E+01
+ Water level Den Helder = 0.000000 1.20000E+01
+ Water level Hoek van Holland = -0.456385 1.20000E+01
+ Water level IJmuiden = 0.000000 1.20000E+01
+ Water level OS11 = 0.000000 1.20000E+01
+ Water level Vlissingen = 0.000000 1.20000E+01
+ Wind speed Hoek van Holland | wl HvH = -0.249574 1.20000E+01
+ Uncertainty water level Den Helder = 0.000000 1.20000E+01
+Uncertainty water level Hoek van Holland = -0.051559 1.20000E+01
+ Uncertainty water level IJmuiden = 0.000000 1.20000E+01
+ Uncertainty water level OS11 = 0.000000 1.20000E+01
+ Uncertainty water level Vlissingen = 0.000000 1.20000E+01
+Uncertainty wind speed Hoek van Holland = 0.000000 1.20000E+01
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.081344 4.38300E+03
+ Model uncertainty wave period = -0.078741 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = -3.653380
+ Pf = 9.99871E-01
+ Variable Alpha Duration
+ Dike height = 0.000000 4.38300E+03
+ Model factor critical overtopping = 0.000000 4.38300E+03
+ Factor f_b = 0.000000 4.38300E+03
+ Factor f_n = 0.751646 4.38300E+03
+ Model factor overtopping = 0.000000 4.38300E+03
+ Critical overtopping rate = 0.181819 4.38300E+03
+ Model factor wave height = 0.000000 4.38300E+03
+ Model factor wave period = 0.000000 4.38300E+03
+ Model error local waterlevel = 0.000000 4.38300E+03
+ Model factor 2% wave runup = 0.000000 4.38300E+03
+ Exponent of the model factor f shallow = 0.055176 4.38300E+03
+ Wind direction = -0.469247 4.38300E+03
+ Water level Den Helder = 0.000000 4.38300E+03
+ Water level Hoek van Holland = -0.272075 4.38300E+03
+ Water level IJmuiden = 0.000000 4.38300E+03
+ Water level OS11 = 0.000000 4.38300E+03
+ Water level Vlissingen = 0.000000 4.38300E+03
+ Wind speed Hoek van Holland | wl HvH = -0.148784 4.38300E+03
+ Uncertainty water level Den Helder = 0.000000 4.38300E+03
+Uncertainty water level Hoek van Holland = -0.030737 4.38300E+03
+ Uncertainty water level IJmuiden = 0.000000 4.38300E+03
+ Uncertainty water level OS11 = 0.000000 4.38300E+03
+ Uncertainty water level Vlissingen = 0.000000 4.38300E+03
+Uncertainty wind speed Hoek van Holland = 0.000000 4.38300E+03
+ Model uncertainty local water level = 0.000000 4.38300E+03
+ Model uncertainty wave height = -0.205281 4.38300E+03
+ Model uncertainty wave period = -0.198711 4.38300E+03
+=====================================================================================
+ Elapsed time = 1.772000 seconds
Index: Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/700003-form-output-not-dominant.txt
===================================================================
diff -u
--- Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/700003-form-output-not-dominant.txt (revision 0)
+++ Ringtoets/HydraRing/test/Ringtoets.HydraRing.Calculation.Test/test-data/Parsers/WaveHeightCalculationParser/700003-form-output-not-dominant.txt (revision fe3c7aa84947f57a508f494e6b671f9c19dce6df)
@@ -0,0 +1,2684 @@
+Executable name : d:\HydraRing\HydraulicDatabases\artefacts\MechanismComputation.exe
+Executable version : 16.1.1.6747
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.81476
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.20016
+ Wave direction (phi) = 358.22823
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 5.23308E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40793
+ Z = -1.14723E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 6.160487
+ Pf = 3.64054E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000890 4.38300E+03 4.08656E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884568 9.60000E+01 1.50307E+00
+ Golfperiode EUR | ws HvH = -0.005238 1.20000E+01 5.32769E+00
+ Onzekerheid waterstand IJsselmeer = -0.436810 9.60000E+01 1.58486E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000506 1.20000E+01 1.00015E+00
+ Modelonzekerheid lokale waterstand = -0.163426 4.38300E+03 3.02036E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 6.160487
+ Pf = 3.64054E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000890 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884568 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005238 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436810 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000506 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163426 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 1
+ Closing situation = 1
+ Beta = 6.160487
+ Pf = 3.64054E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000890 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884568 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005238 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436810 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000506 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163426 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 1
+ Beta = 6.160487
+ Pf = 3.64054E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000890 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884568 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005238 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436810 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000506 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163427 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.81479
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.18927
+ Wave direction (phi) = 18.02248
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 5.46992E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40751
+ Z = -7.19950E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 6.159882
+ Pf = 3.65448E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000889 4.38300E+03 4.08656E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884588 9.60000E+01 1.50285E+00
+ Golfperiode EUR | ws HvH = -0.004393 1.20000E+01 5.52546E+00
+ Onzekerheid waterstand IJsselmeer = -0.436790 9.60000E+01 1.58409E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000524 1.20000E+01 1.00015E+00
+ Modelonzekerheid lokale waterstand = -0.163397 4.38300E+03 3.01952E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 6.159882
+ Pf = 3.65448E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884588 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004393 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436790 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000524 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163397 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 2
+ Closing situation = 1
+ Beta = 6.159882
+ Pf = 3.65448E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884588 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004393 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436790 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000524 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163397 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 2
+ Beta = 6.159882
+ Pf = 3.65448E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884588 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004393 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436790 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000524 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163398 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.81551
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.20644
+ Wave direction (phi) = 37.11664
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 6.39809E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40773
+ Z = -9.42546E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 6.158489
+ Pf = 3.68675E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000889 4.38300E+03 4.08656E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884654 9.60000E+01 1.50240E+00
+ Golfperiode EUR | ws HvH = -0.004569 1.20000E+01 6.45778E+00
+ Onzekerheid waterstand IJsselmeer = -0.436671 9.60000E+01 1.58208E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000589 1.20000E+01 1.00017E+00
+ Modelonzekerheid lokale waterstand = -0.163349 4.38300E+03 3.01794E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 6.158489
+ Pf = 3.68675E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884654 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004569 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436671 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000589 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163349 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 3
+ Closing situation = 1
+ Beta = 6.158489
+ Pf = 3.68675E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884654 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004569 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436671 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000589 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163349 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 3
+ Beta = 6.158489
+ Pf = 3.68675E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000889 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884654 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.004569 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436671 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000589 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163350 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.77806
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.22434
+ Wave direction (phi) = 57.86621
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 6.39815E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40847
+ Z = -1.68396E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 6.158420
+ Pf = 3.68834E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000893 4.38300E+03 4.08654E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884835 9.60000E+01 1.50297E+00
+ Golfperiode EUR | ws HvH = -0.005176 1.20000E+01 6.47239E+00
+ Onzekerheid waterstand IJsselmeer = -0.436017 9.60000E+01 1.57991E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000623 1.20000E+01 1.00018E+00
+ Modelonzekerheid lokale waterstand = -0.164097 4.38300E+03 3.03174E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 6.158420
+ Pf = 3.68834E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884835 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005176 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436017 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000623 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164097 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 4
+ Closing situation = 1
+ Beta = 6.158420
+ Pf = 3.68834E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884835 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005176 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436017 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000623 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164097 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 4
+ Beta = 6.158420
+ Pf = 3.68835E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884835 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005176 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436017 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000623 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164098 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.73442
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.20323
+ Wave direction (phi) = 81.59330
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 5.63128E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40975
+ Z = -2.96174E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 6.154897
+ Pf = 3.77124E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000897 4.38300E+03 4.08653E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.885252 9.60000E+01 1.50267E+00
+ Golfperiode EUR | ws HvH = -0.007915 1.20000E+01 5.80328E+00
+ Onzekerheid waterstand IJsselmeer = -0.434905 9.60000E+01 1.57244E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000863 1.20000E+01 1.00025E+00
+ Modelonzekerheid lokale waterstand = -0.164688 4.38300E+03 3.04092E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 6.154897
+ Pf = 3.77124E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000897 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.885252 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.007915 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434905 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000863 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164688 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 5
+ Closing situation = 1
+ Beta = 6.154897
+ Pf = 3.77124E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000897 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.885252 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.007915 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434905 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000863 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164688 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 5
+ Beta = 6.154897
+ Pf = 3.77124E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000897 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.885252 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.007915 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434905 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000863 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164689 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 2.75569
+ Wave height (Hs) = 0.58462
+ Wave period (Tm-1,0) = 2.35707
+ Wave direction (phi) = 133.67876
+ 2% wave runup = 1.36141
+ Calculated overtopping discharge = 4.72003E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 6.182281
+ Pf = 3.17189E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.050636 4.38300E+03 4.59348E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.015706 4.38300E+03 4.03229E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.832986 9.60000E+01 1.34389E+00
+ Golfperiode EUR | ws HvH = -0.357106 1.20000E+01 1.05743E+01
+ Onzekerheid waterstand IJsselmeer = -0.358162 9.60000E+01 9.78030E-01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.047266 1.20000E+01 1.01373E+00
+ Modelonzekerheid lokale waterstand = -0.175562 4.38300E+03 3.25612E-01
+ Modelonzekerheid golfhoogte = -0.103017 4.38300E+03 1.11101E+00
+ Modelonzekerheid golfperiode = -0.062054 4.38300E+03 1.00220E+00
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40580
+ Z = 9.90942E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 6.139467
+ Pf = 4.15622E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000898 4.38300E+03 4.08653E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.885065 9.60000E+01 1.49461E+00
+ Golfperiode EUR | ws HvH = -0.011669 1.20000E+01 5.33528E+00
+ Onzekerheid waterstand IJsselmeer = -0.435065 9.60000E+01 1.55162E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001633 1.20000E+01 1.00047E+00
+ Modelonzekerheid lokale waterstand = -0.165043 4.38300E+03 3.03982E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 6.064506
+ Pf = 6.64276E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.022106 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.007375 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.878941 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.161474 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.409642 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.021547 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.172727 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.044833 4.38300E+03
+ Modelonzekerheid golfperiode = -0.027029 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 6
+ Closing situation = 1
+ Beta = 6.064506
+ Pf = 6.64276E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.022106 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.007375 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.878941 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.161474 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.409642 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.021547 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.172727 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.044833 4.38300E+03
+ Modelonzekerheid golfperiode = -0.027029 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 6
+ Beta = 6.064506
+ Pf = 6.64276E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.022106 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.007375 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.878941 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.161474 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.409642 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.021547 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.172728 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.044833 4.38300E+03
+ Modelonzekerheid golfperiode = -0.027029 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.98232
+ Wave height (Hs) = 0.80902
+ Wave period (Tm-1,0) = 3.25735
+ Wave direction (phi) = 172.10541
+ 2% wave runup = 2.17827
+ Calculated overtopping discharge = 3.90126E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.832729
+ Pf = 2.73509E-09
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.022563 4.38300E+03 4.68420E+00
+ Modelfactor voor niet-brekende golven = 0.100963 4.38300E+03 2.39389E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.029972 4.38300E+03 3.98682E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.781394 9.60000E+01 1.05409E+00
+ Golfperiode EUR | ws HvH = -0.473097 1.20000E+01 1.29775E+01
+ Onzekerheid waterstand IJsselmeer = -0.261213 9.60000E+01 3.61869E-01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.070883 1.20000E+01 1.01943E+00
+ Modelonzekerheid lokale waterstand = -0.203067 4.38300E+03 3.55331E-01
+ Modelonzekerheid golfhoogte = -0.195299 4.38300E+03 1.20643E+00
+ Modelonzekerheid golfperiode = -0.036976 4.38300E+03 9.83724E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40949
+ Z = -2.70035E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 6.126877
+ Pf = 4.49852E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000936 4.38300E+03 4.08640E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.885303 9.60000E+01 1.48934E+00
+ Golfperiode EUR | ws HvH = -0.017675 1.20000E+01 5.71457E+00
+ Onzekerheid waterstand IJsselmeer = -0.431688 9.60000E+01 1.52020E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.002632 1.20000E+01 1.00076E+00
+ Modelonzekerheid lokale waterstand = -0.171941 4.38300E+03 3.16039E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.811045
+ Pf = 3.11393E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.019866 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.088927 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.026520 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.810361 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.418218 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.289573 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.062755 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.202570 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.171808 4.38300E+03
+ Modelonzekerheid golfperiode = -0.032550 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 7
+ Closing situation = 1
+ Beta = 5.811045
+ Pf = 3.11393E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.019866 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.088927 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.026520 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.810361 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.418218 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.289573 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.062755 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.202570 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.171808 4.38300E+03
+ Modelonzekerheid golfperiode = -0.032550 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 7
+ Beta = 5.811045
+ Pf = 3.11393E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.019866 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.088927 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.026520 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.810361 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.418218 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.289573 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.062755 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.202571 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.171809 4.38300E+03
+ Modelonzekerheid golfperiode = -0.032550 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.52944
+ Wave height (Hs) = 0.95148
+ Wave period (Tm-1,0) = 3.57581
+ Wave direction (phi) = 184.18802
+ 2% wave runup = 2.64191
+ Calculated overtopping discharge = 3.92972E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 5.376309
+ Pf = 3.80988E-08
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.039895 4.38300E+03 4.64275E+00
+ Modelfactor voor niet-brekende golven = 0.139448 4.38300E+03 2.33760E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.041171 4.38300E+03 3.95984E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.589465 9.60000E+01 5.02098E-01
+ Golfperiode EUR | ws HvH = -0.691539 1.20000E+01 1.82143E+01
+ Onzekerheid waterstand IJsselmeer = -0.087421 9.60000E+01 2.16576E-02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.123273 1.20000E+01 1.03115E+00
+ Modelonzekerheid lokale waterstand = -0.228376 4.38300E+03 3.68345E-01
+ Modelonzekerheid golfhoogte = -0.270264 4.38300E+03 1.26607E+00
+ Modelonzekerheid golfperiode = -0.059460 4.38300E+03 9.95164E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40689
+ Z = -1.08187E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 6.113469
+ Pf = 4.89328E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000933 4.38300E+03 4.08642E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.885026 9.60000E+01 1.48198E+00
+ Golfperiode EUR | ws HvH = -0.024444 1.20000E+01 6.26479E+00
+ Onzekerheid waterstand IJsselmeer = -0.432159 9.60000E+01 1.50344E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.003297 1.20000E+01 1.00095E+00
+ Modelonzekerheid lokale waterstand = -0.171344 4.38300E+03 3.14252E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 5.374067
+ Pf = 3.85755E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.039553 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.138254 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.040830 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.596827 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.685781 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.092716 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.122253 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.228828 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.267913 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058947 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 8
+ Closing situation = 1
+ Beta = 5.374067
+ Pf = 3.85755E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.039553 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.138254 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.040830 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.596827 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.685781 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.092716 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.122253 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.228828 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.267913 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058947 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 8
+ Beta = 5.374067
+ Pf = 3.85755E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.039553 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.138254 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.040830 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.596827 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.685780 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.092715 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.122253 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.228829 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.267914 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058948 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.42244
+ Wave height (Hs) = 0.99732
+ Wave period (Tm-1,0) = 3.53093
+ Wave direction (phi) = 198.39563
+ 2% wave runup = 2.84224
+ Calculated overtopping discharge = 4.25207E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 4.632706
+ Pf = 1.80652E-06
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.030881 4.38300E+03 4.67847E+00
+ Modelfactor voor niet-brekende golven = 0.103797 4.38300E+03 2.43170E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.031210 4.38300E+03 4.00444E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.433975 1.31641E+02 9.43066E-02
+ Golfperiode EUR | ws HvH = -0.836499 1.20000E+01 2.16021E+01
+ Onzekerheid waterstand IJsselmeer = -0.032743 1.31641E+02 4.04906E-03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.142802 1.20000E+01 1.03109E+00
+ Modelonzekerheid lokale waterstand = -0.164150 4.38300E+03 2.28137E-01
+ Modelonzekerheid golfhoogte = -0.220524 4.38300E+03 1.18411E+00
+ Modelonzekerheid golfperiode = -0.046829 4.38300E+03 9.83864E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40982
+ Z = -3.03843E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 6.054726
+ Pf = 7.05901E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000956 4.38300E+03 4.08637E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.882612 1.31641E+02 1.47675E+00
+ Golfperiode EUR | ws HvH = -0.032138 1.20000E+01 7.04093E+00
+ Onzekerheid waterstand IJsselmeer = -0.434835 1.31641E+02 1.48601E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.004189 1.20000E+01 1.00119E+00
+ Modelonzekerheid lokale waterstand = -0.175681 4.38300E+03 3.19111E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 4.632627
+ Pf = 1.80721E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030874 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.103775 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.031204 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.434312 1.31641E+02
+ Golfperiode EUR | ws HvH = -0.836328 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.032948 1.31641E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.142772 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164201 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.220476 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046819 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 9
+ Closing situation = 1
+ Beta = 4.632627
+ Pf = 1.80721E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030874 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.103775 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.031204 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.434312 1.31641E+02
+ Golfperiode EUR | ws HvH = -0.836328 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.032948 1.31641E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.142772 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164201 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.220476 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046819 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 9
+ Beta = 4.632627
+ Pf = 1.80721E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030874 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.103775 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.031204 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.434312 1.31641E+02
+ Golfperiode EUR | ws HvH = -0.836327 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.032948 1.31641E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.142772 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.164202 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.220477 4.38300E+03
+ Modelonzekerheid golfperiode = -0.046819 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.36557
+ Wave height (Hs) = 1.00340
+ Wave period (Tm-1,0) = 3.48100
+ Wave direction (phi) = 213.45248
+ 2% wave runup = 2.90291
+ Calculated overtopping discharge = 3.93295E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 4.025360
+ Pf = 2.84579E-05
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.030514 4.38300E+03 4.68858E+00
+ Modelfactor voor niet-brekende golven = 0.080190 4.38300E+03 2.48702E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.025815 4.38300E+03 4.02828E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.377021 2.14158E+02 -2.79182E-02
+ Golfperiode EUR | ws HvH = -0.880139 1.20000E+01 2.32742E+01
+ Onzekerheid waterstand IJsselmeer = -0.024359 2.14158E+02 2.40601E-03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.138349 1.20000E+01 1.02617E+00
+ Modelonzekerheid lokale waterstand = -0.133179 4.38300E+03 1.60828E-01
+ Modelonzekerheid golfhoogte = -0.189247 4.38300E+03 1.13474E+00
+ Modelonzekerheid golfperiode = -0.043562 4.38300E+03 9.79289E-01
+=====================================================================================
+ Submechanism = Overflow
+ Local water level = 3.41683
+ Z = -1.00450E-02
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 5.449330
+ Pf = 2.53398E-08
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000952 4.38300E+03 4.08673E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.130765 2.14158E+02 -3.79092E-01
+ Golfperiode EUR | ws HvH = -0.962115 1.20000E+01 3.70831E+01
+ Onzekerheid waterstand IJsselmeer = -0.009279 2.14158E+02 9.54050E-04
+Onzekerheid windsnelheid Schiphol 16 ric = -0.163020 1.20000E+01 1.04175E+00
+ Modelonzekerheid lokale waterstand = -0.174851 4.38300E+03 2.85846E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 4.025360
+ Pf = 2.84580E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030514 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.080190 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.025815 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.377021 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.880139 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.024359 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.138349 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.133179 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.189247 4.38300E+03
+ Modelonzekerheid golfperiode = -0.043562 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 10
+ Closing situation = 1
+ Beta = 4.025360
+ Pf = 2.84580E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030514 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.080190 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.025815 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.377021 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.880139 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.024359 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.138349 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.133179 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.189247 4.38300E+03
+ Modelonzekerheid golfperiode = -0.043562 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 10
+ Beta = 4.025360
+ Pf = 2.84580E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.030514 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.080190 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.025815 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.377020 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.880139 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.024359 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.138349 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.133180 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.189248 4.38300E+03
+ Modelonzekerheid golfperiode = -0.043562 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.37054
+ Wave height (Hs) = 1.04899
+ Wave period (Tm-1,0) = 3.50758
+ Wave direction (phi) = 227.31960
+ 2% wave runup = 2.93347
+ Calculated overtopping discharge = 4.08463E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 6.990417
+ Pf = 3.29937E-05
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.045364 4.38300E+03 4.65949E+00
+ Modelfactor voor niet-brekende golven = 0.071697 4.38300E+03 2.49986E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.027128 4.38300E+03 4.02573E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.405057 1.92339E+02 -4.01421E-03
+ Golfperiode EUR | ws HvH = -0.861192 1.20000E+01 2.50367E+01
+ Onzekerheid waterstand IJsselmeer = -0.025424 1.92339E+02 2.51010E-03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.149386 1.20000E+01 1.02802E+00
+ Modelonzekerheid lokale waterstand = -0.141317 4.38300E+03 1.69174E-01
+ Modelonzekerheid golfhoogte = -0.199995 4.38300E+03 1.14163E+00
+ Modelonzekerheid golfperiode = -0.058413 4.38300E+03 9.85640E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.41479
+ Z = -8.00359E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 5.448713
+ Pf = 2.54278E-08
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000993 4.38300E+03 4.08660E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.125285 1.92339E+02 -4.17076E-01
+ Golfperiode EUR | ws HvH = -0.959872 1.20000E+01 3.99964E+01
+ Onzekerheid waterstand IJsselmeer = -0.009040 1.92339E+02 9.14104E-04
+Onzekerheid windsnelheid Schiphol 16 ric = -0.172015 1.20000E+01 1.04405E+00
+ Modelonzekerheid lokale waterstand = -0.182423 4.38300E+03 2.98191E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 3.990417
+ Pf = 3.29938E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.045364 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.071697 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027128 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.405057 1.92339E+02
+ Golfperiode EUR | ws HvH = -0.861192 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.025424 1.92339E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.149386 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.141317 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.199994 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058413 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 11
+ Closing situation = 1
+ Beta = 3.990417
+ Pf = 3.29938E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.045364 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.071697 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027128 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.405057 1.92339E+02
+ Golfperiode EUR | ws HvH = -0.861192 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.025424 1.92339E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.149386 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.141317 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.199994 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058413 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 11
+ Beta = 3.990417
+ Pf = 3.29938E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.045364 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.071697 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027128 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.405057 1.92339E+02
+ Golfperiode EUR | ws HvH = -0.861192 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.025424 1.92339E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.149386 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.141318 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.199995 4.38300E+03
+ Modelonzekerheid golfperiode = -0.058413 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.36279
+ Wave height (Hs) = 1.10517
+ Wave period (Tm-1,0) = 3.50817
+ Wave direction (phi) = 240.87016
+ 2% wave runup = 2.98012
+ Calculated overtopping discharge = 4.05752E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 4.331876
+ Pf = 7.39772E-06
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.070703 4.38300E+03 4.59686E+00
+ Modelfactor voor niet-brekende golven = 0.048784 4.38300E+03 2.52604E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.027613 4.38300E+03 4.01906E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.422351 1.48407E+02 4.72352E-02
+ Golfperiode EUR | ws HvH = -0.849302 1.20000E+01 2.78470E+01
+ Onzekerheid waterstand IJsselmeer = -0.028814 1.48407E+02 3.22555E-03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.151581 1.20000E+01 1.03086E+00
+ Modelonzekerheid lokale waterstand = -0.142970 4.38300E+03 1.85798E-01
+ Modelonzekerheid golfhoogte = -0.202740 4.38300E+03 1.15687E+00
+ Modelonzekerheid golfperiode = -0.082545 4.38300E+03 9.99333E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.41635
+ Z = -9.56498E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 5.890473
+ Pf = 1.93185E-09
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.001102 4.38300E+03 4.08595E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.105091 1.48407E+02 -5.05115E-01
+ Golfperiode EUR | ws HvH = -0.956800 1.20000E+01 4.54773E+01
+ Onzekerheid waterstand IJsselmeer = -0.007539 1.48407E+02 7.66068E-04
+Onzekerheid windsnelheid Schiphol 16 ric = -0.180131 1.20000E+01 1.04987E+00
+ Modelonzekerheid lokale waterstand = -0.202447 4.38300E+03 3.57752E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 4.331876
+ Pf = 7.39773E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.070703 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.048784 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027613 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.422350 1.48407E+02
+ Golfperiode EUR | ws HvH = -0.849302 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.028814 1.48407E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.151581 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.142970 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.202739 4.38300E+03
+ Modelonzekerheid golfperiode = -0.082544 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 12
+ Closing situation = 1
+ Beta = 4.331876
+ Pf = 7.39773E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.070703 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.048784 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027613 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.422350 1.48407E+02
+ Golfperiode EUR | ws HvH = -0.849302 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.028814 1.48407E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.151581 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.142970 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.202739 4.38300E+03
+ Modelonzekerheid golfperiode = -0.082544 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 12
+ Beta = 4.331876
+ Pf = 7.39773E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.070703 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.048784 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027613 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.422350 1.48407E+02
+ Golfperiode EUR | ws HvH = -0.849302 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.028814 1.48407E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.151581 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.142971 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.202740 4.38300E+03
+ Modelonzekerheid golfperiode = -0.082545 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.37108
+ Wave height (Hs) = 1.17172
+ Wave period (Tm-1,0) = 3.49238
+ Wave direction (phi) = 253.78053
+ 2% wave runup = 3.04335
+ Calculated overtopping discharge = 4.36241E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 5.027558
+ Pf = 2.48786E-07
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.103221 4.38300E+03 4.49053E+00
+ Modelfactor voor niet-brekende golven = 0.027658 4.38300E+03 2.55133E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.029846 4.38300E+03 4.00125E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.475155 9.60000E+01 1.94125E-01
+ Golfperiode EUR | ws HvH = -0.813139 1.20000E+01 3.16820E+01
+ Onzekerheid waterstand IJsselmeer = -0.032922 9.60000E+01 4.47322E-03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.130005 1.20000E+01 1.03072E+00
+ Modelonzekerheid lokale waterstand = -0.157173 4.38300E+03 2.37059E-01
+ Modelonzekerheid golfhoogte = -0.212654 4.38300E+03 1.19313E+00
+ Modelonzekerheid golfperiode = -0.113191 4.38300E+03 1.02260E+00
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40582
+ Z = 9.68342E-04
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 6.130212
+ Pf = 4.40526E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000900 4.38300E+03 4.08653E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884900 9.60000E+01 1.48960E+00
+ Golfperiode EUR | ws HvH = -0.018618 1.20000E+01 9.42739E+00
+ Onzekerheid waterstand IJsselmeer = -0.435029 9.60000E+01 1.53822E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.002204 1.20000E+01 1.00064E+00
+ Modelonzekerheid lokale waterstand = -0.165376 4.38300E+03 3.04138E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 5.027222
+ Pf = 2.49222E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.103120 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.027631 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.029819 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.476547 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.812355 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.033800 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.129881 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.157369 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.212444 4.38300E+03
+ Modelonzekerheid golfperiode = -0.113079 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 13
+ Closing situation = 1
+ Beta = 5.027222
+ Pf = 2.49222E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.103120 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.027631 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.029819 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.476547 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.812355 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.033800 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.129881 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.157369 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.212444 4.38300E+03
+ Modelonzekerheid golfperiode = -0.113079 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 13
+ Beta = 5.027222
+ Pf = 2.49222E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.103120 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.027631 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.029819 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.476547 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.812355 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.033800 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.129881 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.157370 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.212445 4.38300E+03
+ Modelonzekerheid golfperiode = -0.113080 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Local water level = 1.90343
+ Wave height (Hs) = 0.86607
+ Wave period (Tm-1,0) = 3.17339
+ Wave direction (phi) = 247.88225
+ 2% wave runup = 2.30616
+ Calculated overtopping discharge = 3.93807E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 5.809893
+ Pf = 3.13542E-09
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.055124 4.38300E+03 4.58987E+00
+ Modelfactor voor niet-brekende golven = 0.071306 4.38300E+03 2.45500E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.030450 4.38300E+03 3.98560E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.792568 9.60000E+01 1.07593E+00
+ Golfperiode EUR | ws HvH = -0.450977 1.20000E+01 2.04865E+01
+ Onzekerheid waterstand IJsselmeer = -0.268705 9.60000E+01 3.88836E-01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.063191 1.20000E+01 1.01726E+00
+ Modelonzekerheid lokale waterstand = -0.196817 4.38300E+03 3.43046E-01
+ Modelonzekerheid golfhoogte = -0.200082 4.38300E+03 1.21087E+00
+ Modelonzekerheid golfperiode = -0.066638 4.38300E+03 1.00259E+00
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40796
+ Z = -1.17648E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 6.149664
+ Pf = 3.89775E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000887 4.38300E+03 4.08657E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884908 9.60000E+01 1.49899E+00
+ Golfperiode EUR | ws HvH = -0.009513 1.20000E+01 8.29110E+00
+ Onzekerheid waterstand IJsselmeer = -0.436254 9.60000E+01 1.56996E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001088 1.20000E+01 1.00031E+00
+ Modelonzekerheid lokale waterstand = -0.162874 4.38300E+03 3.00487E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 5.793879
+ Pf = 3.44960E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.050100 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.064810 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027766 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.813432 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.410246 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.290057 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.057526 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.196015 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.181701 4.38300E+03
+ Modelonzekerheid golfperiode = -0.060541 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 14
+ Closing situation = 1
+ Beta = 5.793879
+ Pf = 3.44960E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.050100 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.064810 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027766 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.813432 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.410246 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.290057 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.057526 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.196015 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.181701 4.38300E+03
+ Modelonzekerheid golfperiode = -0.060541 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 14
+ Beta = 5.793879
+ Pf = 3.44960E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.050100 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.064810 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.027766 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.813432 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.410246 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.290056 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.057526 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.196016 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.181702 4.38300E+03
+ Modelonzekerheid golfperiode = -0.060542 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.39640
+ Wave height (Hs) = 0.13633
+ Wave period (Tm-1,0) = 0.73509
+ Wave direction (phi) = 314.04270
+ 2% wave runup = 0.04032
+ Calculated overtopping discharge = 1.54257E-03
+=====================================================================================
+ Submechanism = Overtopping RTO
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.001027 4.38300E+03 4.08606E-03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.888132 9.60000E+01 1.50573E+00
+ Golfperiode EUR | ws HvH = -0.005219 1.20000E+01 7.32203E+00
+ Onzekerheid waterstand IJsselmeer = -0.431812 9.60000E+01 1.55817E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000743 1.20000E+01 1.00021E+00
+ Modelonzekerheid lokale waterstand = -0.157249 4.38300E+03 2.89711E-01
+ Modelonzekerheid golfhoogte = -0.001935 4.38300E+03 9.92258E-01
+ Modelonzekerheid golfperiode = -0.000786 4.38300E+03 9.60531E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40964
+ Z = -2.84995E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.148126
+ Pf = 3.93570E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000911 4.38300E+03 4.08648E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884995 9.60000E+01 1.49854E+00
+ Golfperiode EUR | ws HvH = -0.009489 1.20000E+01 7.41398E+00
+ Onzekerheid waterstand IJsselmeer = -0.434375 9.60000E+01 1.55911E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001304 1.20000E+01 1.00038E+00
+ Modelonzekerheid lokale waterstand = -0.167362 4.38300E+03 3.08689E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.148126
+ Pf = 3.93570E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884995 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.009489 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434375 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001304 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.167362 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 15
+ Closing situation = 1
+ Beta = 6.148126
+ Pf = 3.93570E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884995 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.009489 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434375 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001304 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.167362 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 15
+ Beta = 6.148126
+ Pf = 3.93570E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884994 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.009489 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.434375 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.001304 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.167363 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Submechanism = Overtopping RTO
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = -0.81909
+ Wave height (Hs) = 0.00000
+ Wave period (Tm-1,0) = 0.30575
+ Wave direction (phi) = 338.06938
+ 2% wave runup = 0.00000
+ Calculated overtopping discharge = 0.00000E+00
+=====================================================================================
+WARNING: NO CONVERGENCE FOR THIS SUBMECHANISM
+ Submechanism = Overtopping RTO
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 39.990000
+ Pf = 0.00000E+00
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03 4.75000E+00
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03 2.60000E+00
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 1.000000 4.38300E+03 3.70494-308
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03 1.07000E+00
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03 6.77780E-01
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = 0.000000 9.60000E+01 -8.13657E-01
+ Golfperiode EUR | ws HvH = 0.000000 1.20000E+01 6.75541E+00
+ Onzekerheid waterstand IJsselmeer = 0.000000 9.60000E+01 -5.88879E-04
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 1.20000E+01 1.00000E+00
+ Modelonzekerheid lokale waterstand = 0.000000 4.38300E+03 0.00000E+00
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03 9.90000E-01
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03 9.60000E-01
+=====================================================================================
+ Submechanism = Overflow
+WARNING: Results hydraulic database based on extrapolation
+ Local water level = 3.40832
+ Z = -1.53671E-03
+=====================================================================================
+ Submechanism = Overflow
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.158459
+ Pf = 3.68744E-10
+ Variable Alpha Duration X
+ Dijkhoogte = 0.000000 4.38300E+03 3.39000E+00
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03 1.00000E+00
+ Kritiek overslagdebiet = 0.000893 4.38300E+03 4.08655E-03
+ Windrichting = 0.000000 1.20000E+01 0.00000E+00
+ Waterstand Den Helder [Kust] = -0.884845 9.60000E+01 1.50302E+00
+ Golfperiode EUR | ws HvH = -0.005099 1.20000E+01 6.82803E+00
+ Onzekerheid waterstand IJsselmeer = -0.436035 9.60000E+01 1.58013E+00
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000617 1.20000E+01 1.00018E+00
+ Modelonzekerheid lokale waterstand = -0.163996 4.38300E+03 3.02988E-01
+=====================================================================================
+ Status = Fault tree combination 1
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.158459
+ Pf = 3.68744E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884845 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005099 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436035 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000617 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163996 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Mechanisme given wind direction
+ Wind direction = 16
+ Closing situation = 1
+ Beta = 6.158459
+ Pf = 3.68744E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884845 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005099 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436035 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000617 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163996 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to dike section given wind direction
+ Wind direction = 16
+ Beta = 6.158459
+ Pf = 3.68744E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000893 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 1.20000E+01
+ Waterstand Den Helder [Kust] = -0.884845 9.60000E+01
+ Golfperiode EUR | ws HvH = -0.005099 1.20000E+01
+ Onzekerheid waterstand IJsselmeer = -0.436035 9.60000E+01
+Onzekerheid windsnelheid Schiphol 16 ric = -0.000617 1.20000E+01
+ Modelonzekerheid lokale waterstand = -0.163997 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 1
+ Beta = 6.025194
+ Pf = 8.47613E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000908 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884082 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436570 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166748 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 2
+ Beta = 6.025777
+ Pf = 8.44565E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000908 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884099 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436548 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166717 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 3
+ Beta = 6.024094
+ Pf = 8.53393E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000907 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884166 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436430 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166670 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 4
+ Beta = 6.023155
+ Pf = 8.58361E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884344 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.435775 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.167435 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 5
+ Beta = 6.015637
+ Pf = 8.99146E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000915 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884772 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.434669 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.168049 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 6
+ Beta = 5.745634
+ Pf = 4.59253E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.022774 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.007598 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.885143 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.104862 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.412532 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.013992 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.177941 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.046186 4.38300E+03
+ Modelonzekerheid golfperiode = -0.027845 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 7
+ Beta = 5.336687
+ Pf = 4.74321E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.021190 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.094851 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.028287 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.840883 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.329345 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.300479 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.049419 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.216066 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.183254 4.38300E+03
+ Modelonzekerheid golfperiode = -0.034718 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 8
+ Beta = 4.830233
+ Pf = 6.82776E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.043632 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.152515 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.045041 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.634887 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.626284 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.098628 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.111647 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.252433 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.295549 4.38300E+03
+ Modelonzekerheid golfperiode = -0.065028 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 9
+ Beta = 3.996373
+ Pf = 3.21751E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.035308 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.118676 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.035684 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.482616 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.793160 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.036613 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.135403 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.187781 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.252136 4.38300E+03
+ Modelonzekerheid golfperiode = -0.053542 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 10
+ Beta = 3.287745
+ Pf = 5.05025E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.036386 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.095620 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.030782 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.449568 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.830509 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.029046 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.130548 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.158807 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.225664 4.38300E+03
+ Modelonzekerheid golfperiode = -0.051945 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 11
+ Beta = 3.246546
+ Pf = 5.84135E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.054193 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.085650 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.032408 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.479585 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.804875 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.030102 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.139617 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.168821 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.238918 4.38300E+03
+ Modelonzekerheid golfperiode = -0.069781 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 12
+ Beta = 3.649209
+ Pf = 1.31558E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.082384 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.056844 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.032174 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.480017 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.802577 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.032748 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.143242 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166591 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236235 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096182 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 13
+ Beta = 4.443032
+ Pf = 4.43881E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.115597 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.030974 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.033427 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.513764 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.774621 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.036439 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.123848 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.176410 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.238149 4.38300E+03
+ Modelonzekerheid golfperiode = -0.126762 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 14
+ Beta = 5.320807
+ Pf = 5.17636E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.053390 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.069066 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.029589 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.843141 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.320801 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.300650 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.044984 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.208887 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.193633 4.38300E+03
+ Modelonzekerheid golfperiode = -0.064517 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 15
+ Beta = 6.006433
+ Pf = 9.51661E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000930 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884509 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.434137 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.170789 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Upscaled to largest block duration
+ Wind direction = 16
+ Beta = 6.023305
+ Pf = 8.57563E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884355 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.435794 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.167331 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 1
+ Beta = 6.025194
+ Pf = 8.47613E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000908 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884082 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436570 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166748 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 2
+ Beta = 6.025777
+ Pf = 8.44565E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000908 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884099 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436548 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166717 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 3
+ Beta = 6.024094
+ Pf = 8.53393E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000907 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884166 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.436430 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166670 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 4
+ Beta = 6.023155
+ Pf = 8.58361E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884344 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.435775 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.167435 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 5
+ Beta = 6.015637
+ Pf = 8.99146E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000915 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884772 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.434669 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.168049 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 6
+ Beta = 5.971515
+ Pf = 1.17943E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.022774 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.007598 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.885143 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.104862 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.412532 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.013992 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.177941 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.046186 4.38300E+03
+ Modelonzekerheid golfperiode = -0.027845 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 7
+ Beta = 5.760803
+ Pf = 4.19837E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.021190 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.094851 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.028287 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.840883 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.329345 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.300479 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.049419 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.216066 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.183254 4.38300E+03
+ Modelonzekerheid golfperiode = -0.034718 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 8
+ Beta = 5.324140
+ Pf = 5.08239E-08
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.043632 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.152515 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.045041 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.634887 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.626284 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.098628 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.111647 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.252433 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.295549 4.38300E+03
+ Modelonzekerheid golfperiode = -0.065028 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 9
+ Beta = 4.523274
+ Pf = 3.04741E-06
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.035308 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.118676 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.035684 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.482616 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.793160 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.036613 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.135403 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.187781 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.252136 4.38300E+03
+ Modelonzekerheid golfperiode = -0.053542 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 10
+ Beta = 3.831056
+ Pf = 6.38200E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.036386 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.095620 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.030782 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.449568 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.830509 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.029046 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.130548 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.158807 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.225664 4.38300E+03
+ Modelonzekerheid golfperiode = -0.051945 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 11
+ Beta = 3.814717
+ Pf = 6.81932E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.054193 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.085650 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.032408 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.479585 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.804875 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.030102 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.139617 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.168821 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.238918 4.38300E+03
+ Modelonzekerheid golfperiode = -0.069781 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 12
+ Beta = 4.195817
+ Pf = 1.36029E-05
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.082384 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.056844 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.032174 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.480017 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.802577 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.032748 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.143242 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.166591 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.236235 4.38300E+03
+ Modelonzekerheid golfperiode = -0.096182 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 13
+ Beta = 4.963273
+ Pf = 3.47103E-07
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.115597 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.030974 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.033427 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.513764 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.774621 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.036439 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.123848 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.176410 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.238149 4.38300E+03
+ Modelonzekerheid golfperiode = -0.126762 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 14
+ Beta = 5.745443
+ Pf = 4.59771E-09
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.053390 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.069066 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.029589 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.843141 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.320801 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.300650 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.044984 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.208887 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.193633 4.38300E+03
+ Modelonzekerheid golfperiode = -0.064517 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 15
+ Beta = 6.006433
+ Pf = 9.51661E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000930 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884509 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.434137 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.170789 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Dike section and wind direction
+ Wind direction = 16
+ Beta = 6.023305
+ Pf = 8.57563E-10
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.000000 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.000000 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.000911 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = 0.000000 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.884355 2.14158E+02
+ Golfperiode EUR | ws HvH = 0.000000 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.435794 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = 0.000000 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.167331 4.38300E+03
+ Modelonzekerheid golfhoogte = 0.000000 4.38300E+03
+ Modelonzekerheid golfperiode = 0.000000 4.38300E+03
+=====================================================================================
+ Status = Combined over wind directions
+ Governing wind direction = 11
+ Beta = 3.617944
+ Pf = 1.48512E-04
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.059946 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.105686 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.038461 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = -0.391189 2.14158E+02
+ Waterstand Den Helder [Kust] = -0.565350 2.14158E+02
+ Golfperiode EUR | ws HvH = -0.611115 2.14158E+02
+ Onzekerheid waterstand IJsselmeer = -0.036489 2.14158E+02
+Onzekerheid windsnelheid Schiphol 16 ric = -0.102817 2.14158E+02
+ Modelonzekerheid lokale waterstand = -0.199558 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.282387 4.38300E+03
+ Modelonzekerheid golfperiode = -0.078604 4.38300E+03
+=====================================================================================
+ Status = Final result for calculation period
+ Beta = 2.746575
+ Pf = 3.01112E-03
+ Variable Alpha Duration
+ Dijkhoogte = 0.000000 4.38300E+03
+ Modelfactor kritiek overslagdebiet = 0.000000 4.38300E+03
+ Modelfactor voor brekende golven = 0.075435 4.38300E+03
+ Modelfactor voor niet-brekende golven = 0.132993 4.38300E+03
+ Modelfactor overslagdebiet = 0.000000 4.38300E+03
+ Kritiek overslagdebiet = 0.048398 4.38300E+03
+ Modelfactor 2% golfoploop = 0.000000 4.38300E+03
+ Exponent van de modelfactor f shallow = 0.000000 4.38300E+03
+ Windrichting = -0.371823 4.38300E+03
+ Waterstand Den Helder [Kust] = -0.537362 4.38300E+03
+ Golfperiode EUR | ws HvH = -0.580861 4.38300E+03
+ Onzekerheid waterstand IJsselmeer = -0.034683 4.38300E+03
+Onzekerheid windsnelheid Schiphol 16 ric = -0.097727 4.38300E+03
+ Modelonzekerheid lokale waterstand = -0.251119 4.38300E+03
+ Modelonzekerheid golfhoogte = -0.355348 4.38300E+03
+ Modelonzekerheid golfperiode = -0.098913 4.38300E+03
+=====================================================================================
+ Elapsed time = 2.717000 seconds