Index: dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Deltares.DamPiping.Tests.csproj
===================================================================
diff -u -r250 -r251
--- dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Deltares.DamPiping.Tests.csproj (.../Deltares.DamPiping.Tests.csproj) (revision 250)
+++ dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Deltares.DamPiping.Tests.csproj (.../Deltares.DamPiping.Tests.csproj) (revision 251)
@@ -15,12 +15,12 @@
x86
- bin\Debug\
+ ..\bin\Debug\
TRACE;DEBUG
x86
- bin\Release\
+ ..\bin\Release\
TRACE
true
4
@@ -40,6 +40,7 @@
+
Index: dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/Deltares.DamPiping.csproj
===================================================================
diff -u -r250 -r251
--- dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/Deltares.DamPiping.csproj (.../Deltares.DamPiping.csproj) (revision 250)
+++ dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/Deltares.DamPiping.csproj (.../Deltares.DamPiping.csproj) (revision 251)
@@ -15,15 +15,15 @@
true
- bin\Debug\
+ ..\bin\Debug\
DEBUG;TRACE
full
x86
prompt
MinimumRecommendedRules.ruleset
- bin\Release\
+ ..\bin\Release\
TRACE
true
pdbonly
@@ -43,6 +43,7 @@
+
Index: dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/PipingCalculatorBligh.cs
===================================================================
diff -u
--- dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/PipingCalculatorBligh.cs (revision 0)
+++ dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping/PipingCalculatorBligh.cs (revision 251)
@@ -0,0 +1,33 @@
+using System;
+using System.Collections.Generic;
+using System.Linq;
+using System.Text;
+
+namespace Deltares.DamPiping
+{
+ public class PipingCalculatorBligh
+ {
+ public const double cDefaultMaxReturnValue = 90.0;
+ public PipingCalculatorBligh()
+ {
+ }
+
+ public double? CalculatePipingFactor()
+ {
+ //base.CalculatePipingFactor(location, surfaceLine, soilProfile, waterLevel);
+ try
+ {
+// if (UpliftLocationAndResult != null)
+// {
+// return CalculatePipingFactorAtLevel(location, waterLevel, surfaceLine.Geometry.GetZAtX(UpliftLocationAndResult.X));
+// }
+ return cDefaultMaxReturnValue;
+ }
+ catch (Exception e)
+ {
+ throw new Exception("An unexpected error occurred", e);
+ }
+ }
+
+ }
+}
Index: dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/PipingCalculatorBlighTests.cs
===================================================================
diff -u
--- dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/PipingCalculatorBlighTests.cs (revision 0)
+++ dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/PipingCalculatorBlighTests.cs (revision 251)
@@ -0,0 +1,74 @@
+using System;
+using System.Collections.Generic;
+using System.Linq;
+using System.Text;
+using NUnit.Framework;
+
+namespace Deltares.DamPiping.Tests
+{
+ [TestFixture]
+ public class PipingCalculatorBlighTests
+ {
+
+ [Test]
+ public void CanCalculateThePipingFactorUsingBlighNoUplift()
+ {
+ var calculator = new PipingCalculatorBligh();
+ var actual = calculator.CalculatePipingFactor();
+
+ // Phreatic level in profile
+ // Mass of soil volume above
+ // dry 6 m x 12 kN/m3 = 72
+ // wet 9 m x 16 kN/m3 = 144
+ // Total: 72 + 144 = 216
+ // Phreatic pressure
+ // 20 m x 10 kN/m3 = 200
+ // UpliftFactor = 216/200 = 1.08
+ // UpliftFactor > 1.0, so no piping, so returns cDefaultMaxReturnValue
+ var expected = PipingCalculatorBligh.cDefaultMaxReturnValue;
+
+ Assert.AreEqual(expected, actual);
+ }
+
+ // [Test]
+ // public void CanCalculateThePipingFactorUsingBligh()
+ // {
+ // using (var surfaceLine = FactoryForSurfaceLineTests.CreateSurfaceLineTutorial1())
+ // using (var dike = new Dike())
+ // {
+ // var soilProfile = FactoryForSoilProfileTests.CreateClaySandProfileForPipingBligh();
+ // var modelParametersForPLLines = new ModelParametersForPLLines();
+ // modelParametersForPLLines.DampingFactorPL4 = 0.0;
+ //
+ // var calculator = new PipingCalculatorBligh(modelParametersForPLLines,
+ // 1.0, dike.GaugePLLines, dike.Gauges, 1.0);
+ //
+ // using (var location = new Location())
+ // {
+ // var actual = calculator.CalculatePipingFactor(location, surfaceLine, soilProfile, 2.0);
+ //
+ // // Phreatic level in profile
+ // // Mass of soil volume above
+ // // material above bottom sandlayer: 0 to -5 m
+ // // dry/wet 5 m x 1 kN/m3 = 5
+ // // Phreatic pressure (Head PLLine 4 is ca. 1.0
+ // // 6.0 m x 10 kN/m3 = 60,0
+ // // UpliftFactor = 5/60.0 = 0.0833
+ // // UpliftFactor < 1.0, so piping will occur in toe of dike
+ // //
+ // // L = ToeOfDike.x - entrypoint.x = 50.5 - 10.0 = 40.5
+ // // d = height coverlayer = 5.0
+ // // Fluidisationgradient = 0.3
+ // // Hc = L / 18 = 40.5 / 18 = 2.25
+ // // Ha = 2.0 - 0.0 - (Fluidisationgradient * d) = 2.0 - 0.3 * 5.0 = 0.5
+ // // Piping factor = Hc / Ha = 2.25 / 0.5
+ // const double expected = 4.5;
+ //
+ // Assert.AreEqual(expected, actual);
+ // }
+ // }
+ // }
+
+
+ }
+}
Index: dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Class1Tests.cs
===================================================================
diff -u -r250 -r251
--- dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Class1Tests.cs (.../Class1Tests.cs) (revision 250)
+++ dam failuremechanisms/damPiping/trunk/src/Deltares.DamPiping.Tests/Class1Tests.cs (.../Class1Tests.cs) (revision 251)
@@ -11,5 +11,8 @@
bool test = Class1.DoSomething();
Assert.AreEqual(false, test);
}
+
+
+
}
}