Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedInputFile.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedInputFile.xml (revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedInputFile.xml (revision 2012)
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Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml (revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml (revision 2012)
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Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj
===================================================================
diff -u -r1974 -r2012
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj (.../Deltares.DamEngine.IntegrationTests.csproj) (revision 1974)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj (.../Deltares.DamEngine.IntegrationTests.csproj) (revision 2012)
@@ -55,6 +55,7 @@
+
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PreserveNewest
+
+ PreserveNewest
+
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+ PreserveNewest
+
PreserveNewest
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/PipingBlighTests.cs
===================================================================
diff -u -r1974 -r2012
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/PipingBlighTests.cs (.../PipingBlighTests.cs) (revision 1974)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/PipingBlighTests.cs (.../PipingBlighTests.cs) (revision 2012)
@@ -33,6 +33,7 @@
public class PipingBlighTests
{
private const double tolerance = 0.0005;
+
[Test]
public void CanPerformBlighDesignNoAdaptionPipingVoorbeeld1()
{
@@ -101,9 +102,6 @@
Assert.AreEqual(0.8089, output.Results.CalculationResults.DesignResults[121].PipingDesignResults.BlighFactor, tolerance);
}
- ///
- /// This test is based on the project "PipingVoorbeeld1_geometry_Bligh"
- ///
[Test]
public void CanPerformBlighDesignWithAdaptionPipingVoorbeeld1()
{
@@ -130,7 +128,7 @@
Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
// The following values are not the same as in the Dam 15.1.2.24738 release
- // The final Bligh calculation at the redesigned situation is done at X = 29.013552941176471 (the "insteeek van de berm"), because there an
+ // The final Bligh calculation at the redesigned situation is done at X = 29.013552941176471 (the "insteek van de berm"), because there an
// upliftfactor of 1.99999 is found, but it should have been done at X = 73.486 (the "teen van de dijk")
// The BlighFactor in Dam 15.1.2.24738 is 2.092, but that is not correct, because that is the value at X = 29.013552941176471
@@ -144,6 +142,7 @@
// The ExitPointX in Dam 15.1.2.24738 is (incorrectly) not shown
Assert.AreEqual(73.486, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
}
+
[Test]
public void CanPerformBlighDesignWithAdaptionRechterDiezedijk1Location()
{
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs (revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs (revision 2012)
@@ -0,0 +1,107 @@
+using System.IO;
+using Deltares.DamEngine.Data.General;
+using Deltares.DamEngine.Data.Geotechnics;
+using Deltares.DamEngine.Interface;
+using Deltares.DamEngine.Io;
+using NUnit.Framework;
+
+namespace Deltares.DamEngine.IntegrationTests.IntegrationTests
+{
+ [TestFixture]
+ public class WtiPipingSellmeijerRevisedTests
+ {
+ private const double tolerance = 0.0005;
+
+ [Test]
+ public void CanPerformWtiDesignNoAdaptionPipingVoorbeeld1()
+ {
+ // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingVoorbeeld1.damx"
+ // Set Analysis type to "No Adaption"
+ // Change Failure mechanism Piping to model Sellmeijer Revised (WBI)
+ const string fileName = @"TestFiles\PipingVoorbeeld1_WtiSellmeijerRevisedInputFile.xml";
+ string inputString = File.ReadAllText(fileName);
+ EngineInterface engineInterface = new EngineInterface(inputString);
+ Assert.IsNotNull(engineInterface.DamProjectData);
+ string outputString = engineInterface.Run();
+ // values below are the results for Bligh, run with Dam 15.1.2.24738 release
+ // Factor piping = 0.521
+ // Kritische hoogte = 1.667
+ // Factor opdrijven = 0.582
+ // Kwelweglengte piping = 25.0
+ // Intredepunt x-lokaal = 10.0
+ // Uittredepunt x-lokaal = 35.0
+ // Opdrijven = true
+ // Profielnaam = soilprofile_01
+ // PL3 opdrijven = 0.582
+ // PL3 stijghoogte aangepast = 1.262
+ // PL3 locatie opdrijven lokaal = 35.0
+ // PL4 opdrijven = 0.0
+ // PL4 stijghoogte aangepast = 0.0
+ // PL4 locatie opdrijven lokaal = 0.0
+ // Locatie naam = "profiel 1"
+ // ID locatie scenario = "1"
+ // Heave Factor = 90.0
+ Assert.IsNotNull(outputString);
+ var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
+ DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(null, output);
+ SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+ // When run with WtiSellmeijerRevised, Piping factor = 0.432
+ Assert.AreEqual(0.432, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017FactorOverall, tolerance);
+ // When run with WtiSellmeijerRevised, H critical = 1.983
+ Assert.AreEqual(1.983, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017HcriticalOverall, tolerance);
+ Assert.AreEqual(35.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
+ Assert.AreEqual(25.00, redesignedSurfaceLine.GetDikeLength(), tolerance);
+ Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+
+ // The following values are not the same as in the Dam 15.1.2.24738 release (but explainable)
+
+ // The upliftfactor in Dam 15.1.2.24738 is 0.351, but that is the Wti Upliftfactor
+ Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+
+ // The adjusted PL3/PL4 values in Dam 15.1.2.24738 are not 0.0, but those are the values for stability; for piping no adjustment has to be made
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4MinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4HeadAdjusted, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
+ }
+
+ [Test]
+ public void CanPerformWtiDesignWithAdaptionPipingVoorbeeld1()
+ {
+ // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingVoorbeeld1.damx"
+ // Set Analysis type to "Adapt geometry"
+ // Change Failure mechanism Piping to model Sellmeijer Revised (WBI)
+ const string fileName = @"TestFiles\PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml";
+ string inputString = File.ReadAllText(fileName);
+ EngineInterface engineInterface = new EngineInterface(inputString);
+ Assert.IsNotNull(engineInterface.DamProjectData);
+ string outputString = engineInterface.Run();
+ Assert.IsNotNull(outputString);
+ var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
+ DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(null, output);
+ SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+ Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+ Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+ // When run with WtiSellmeijerRevised, Dike length = 83.986
+ Assert.AreEqual(83.986, redesignedSurfaceLine.GetDikeLength(), tolerance);
+ // When run with WtiSellmeijerRevised, Shoulder length = 53.0
+ Assert.AreEqual(53.0, redesignedSurfaceLine.DetermineShoulderLength(), tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4MinUplift, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4HeadAdjusted, tolerance);
+ Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
+ // When run with WtiSellmeijerRevised, Piping factor = 1.280
+ Assert.AreEqual(1.280, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017FactorOverall, tolerance);
+ // When run with WtiSellmeijerRevised, H critical = 4.697
+ Assert.AreEqual(4.697, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017HcriticalOverall, tolerance);
+ Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+ // When run with WtiSellmeijerRevised, Piping exit point X = 93.986
+ Assert.AreEqual(93.986, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
+ }
+
+ }
+}