Fisheye: Tag 2025 refers to a dead (removed) revision in file `DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_SellmeijerRevisedDesignInputFile.xml'.
Fisheye: No comparison available.  Pass `N' to diff?
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj
===================================================================
diff -u -r2016 -r2025
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 2016)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/Deltares.DamEngine.IntegrationTests.csproj	(.../Deltares.DamEngine.IntegrationTests.csproj)	(revision 2025)
@@ -53,7 +53,6 @@
     <Compile Include="IntegrationTests\OperationalPulauTekongTests.cs" />
     <Compile Include="IntegrationTests\PipingBlighTests.cs" />
     <Compile Include="IntegrationTests\PipingSellmeijer4ForcesTests.cs" />
-    <Compile Include="IntegrationTests\PipingSellmeijerRevisedTests.cs" />
     <Compile Include="IntegrationTests\PipingSellmeijerVnkTests.cs" />
     <Compile Include="IntegrationTests\WtiPipingSellmeijerRevisedTests.cs" />
     <Compile Include="Properties\AssemblyInfo.cs" />
@@ -156,15 +155,6 @@
     <Content Include="TestFiles\PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
-    <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerRevisedDesignHeightInputFile.xml">
-      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-    </Content>
-    <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerRevisedDesignInputFile.xml">
-      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-    </Content>
-    <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerRevisedInputFile.xml">
-      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
-    </Content>
     <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
@@ -174,6 +164,9 @@
     <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerVNKInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
+    <Content Include="TestFiles\PipingVoorbeeld1_WtiSellmeijerRevisedDesignHeightInputFile.xml">
+      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
+    </Content>
     <Content Include="TestFiles\PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
Fisheye: Tag 2025 refers to a dead (removed) revision in file `DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_SellmeijerRevisedInputFile.xml'.
Fisheye: No comparison available.  Pass `N' to diff?
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs
===================================================================
diff -u -r2024 -r2025
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs	(.../WtiPipingSellmeijerRevisedTests.cs)	(revision 2024)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/WtiPipingSellmeijerRevisedTests.cs	(.../WtiPipingSellmeijerRevisedTests.cs)	(revision 2025)
@@ -51,7 +51,7 @@
         }
 
         [Test]
-        public void CanPerformWtiDesignWithAdaptionPipingVoorbeeld1()
+        public void CanPerformWtiSellmeijerRevisedDesignWithAdaptionPipingVoorbeeld1()
         {
             // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingVoorbeeld1.damx"
             // Set Analysis type to "Adapt geometry"
@@ -67,30 +67,76 @@
             SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
 
             // The expected values below where calculated with DamEngine rev.2012,
+            // uplift = true
             Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
-            // Shoulder height = 1.995
+            // shoulder height = 1.995
             Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
-            // Dike length = 83.986
+            // Note Bka: Anwers here are 17 meter longer shoulder than Sellmeijer4Forces from which these tests are derived.
+            // dike length = 66.986 + 17
             Assert.AreEqual(83.986, redesignedSurfaceLine.GetDikeLength(), tolerance);
-            // Shoulder length = 53.0
+
+            // ShoulderWidth = X_Kruin binnenberm - X_Insteek binnenberm = 65.01 + 17 - 29.01 = 53.0 
             Assert.AreEqual(53.0, redesignedSurfaceLine.DetermineShoulderLength(), tolerance);
-            // Piping factor = 1.280
-            Assert.AreEqual(1.280, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017FactorOverall, tolerance);
-            // H critical = 4.697
-            Assert.AreEqual(4.697, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017HcriticalOverall, tolerance);
-            // When run with WtiSellmeijerRevised, Piping exit point X = 93.986
+
+            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);
+
+            // ExitPointX = X_Teen dijk binnenwaarts = 76.986 + 17
             Assert.AreEqual(93.986, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
-            // Uplift = true
+
+            // expected value = 1.280
+            Assert.AreEqual(1.280, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017BackwardErosionFactor, tolerance);
+            // expected value = 4.697
+            Assert.AreEqual(4.697, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017BackwardErosionHcritical, tolerance);
+
+            // expected value = 0.582
+            Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+        }
+
+        [Test]
+        public void CanPerformWtiSellmeijerRevisedDesignWithAdaptionWithHeightPipingVoorbeeld1()
+        {
+            // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingVoorbeeld1.damx"
+            // Set Analysis type to "Adapt geometry"
+            // Change Failure mechanism Piping to model Sellmeijer Revised (WBI)
+            // Set DTH = 4.5 for location "profiel 1"
+            const string fileName = @"TestFiles\PipingVoorbeeld1_WtiSellmeijerRevisedDesignHeightInputFile.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;
+
+            // The expected values below where calculated with DamEngine rev.2012,
+            // The following test are different from CanPerformWtiSellmeijerRevisedDesignWithAdaptionPipingVoorbeeld1()
+            Assert.AreEqual(4.5, redesignedSurfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeTopAtRiver).Z, tolerance);
+            Assert.AreEqual(4.5, redesignedSurfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeTopAtPolder).Z, tolerance);
+
+            // Note Bka: Anwers here are 17 meter longer shoulder than Sellmeijer4Forces from which these tests are derived.
+            // ShoulderWidth = X_Kruin binnenberm - X_Insteek binnenberm = 65.01 - 32.01 = 33.0 + 17 = 50
+            // Read from PipingSellmeijer4Forces_Piping_CharacteristicPoints.csv by export surfacelines in Release
+            Assert.AreEqual(50.0, redesignedSurfaceLine.DetermineShoulderLength(), tolerance);
+
+            // The following test are the same as for CanPerformWtiSellmeijerRevisedDesignWithAdaptionPipingVoorbeeld1()
             Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
-            // Uplift factor = 0.582
-            Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
-            // The adjusted PL3/PL4: for piping no adjustment has to be made
+            Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+            Assert.AreEqual(83.986, redesignedSurfaceLine.GetDikeLength(), 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);
+            Assert.AreEqual(1.280, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017BackwardErosionFactor, tolerance);
+            Assert.AreEqual(4.697, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.Wti2017BackwardErosionHcritical, tolerance);
+            Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
         }
 
         [Test]
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignHeightInputFile.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignHeightInputFile.xml	(revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignHeightInputFile.xml	(revision 2025)
@@ -0,0 +1,69 @@
+<?xml version="1.0" encoding="utf-8"?>
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="WtiSellmeijerRevised" AnalysisType="AdaptGeometry" ProjectPath="D:\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingSellmeijerRevised.Calc" MaxCalculationCores="1">
+  <Locations>
+    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" PolderLevelLow="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0.5" DryPl1DryBelowDikeTopAtPolder="1.5" DryPl1BelowShoulderBaseInside="0.1" DryPl1DryBelowDikeToeAtPolder="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerRevised0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
+      <ModelFactors />
+    </Location>
+  </Locations>
+  <SurfaceLines>
+    <SurfaceLine Name="Profiel 1">
+      <Points>
+        <Point X="0" Z="1" PointType="1" />
+        <Point X="10" Z="1" PointType="5" />
+        <Point X="19" Z="4" PointType="8" />
+        <Point X="20.5" Z="4" PointType="10" />
+        <Point X="23" Z="4" PointType="11" />
+        <Point X="23" Z="4" PointType="12" />
+        <Point X="35" Z="0" PointType="15" />
+        <Point X="100" Z="0" PointType="25" />
+      </Points>
+    </SurfaceLine>
+  </SurfaceLines>
+  <Soils>
+    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+  </Soils>
+  <Segments>
+    <Segment Name="1">
+      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="0" FailureMechanismSystemType="0" Probability="1" />
+      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="0" FailureMechanismSystemType="2" Probability="1" />
+    </Segment>
+  </Segments>
+  <SoilProfiles1D>
+    <SoilProfile1D Name="soilprofile_01" BottomLevel="-10">
+      <Layers1D>
+        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
+      </Layers1D>
+    </SoilProfile1D>
+  </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="36" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14" BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
+  <AquiferSoils>
+    <AquiferSoil Soilname="Dijkmateriaal" IsAquifer="false" />
+    <AquiferSoil Soilname="Deklaag_klei" IsAquifer="false" />
+    <AquiferSoil Soilname="wl_zand1" IsAquifer="true" />
+    <AquiferSoil Soilname="Ophoogmateriaal_dijk" IsAquifer="false" />
+    <AquiferSoil Soilname="Ophoogmateriaal_berm" IsAquifer="false" />
+    <AquiferSoil Soilname="wl_zand2" IsAquifer="true" />
+    <AquiferSoil Soilname="wl_zand3" IsAquifer="true" />
+    <AquiferSoil Soilname="wl_zand4" IsAquifer="true" />
+    <AquiferSoil Soilname="wl_zand5" IsAquifer="true" />
+  </AquiferSoils>
+  <OperationalInputTimeSeries xsi:nil="true" />
+  <SensorData xsi:nil="true" />
+</Input>
\ No newline at end of file
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml
===================================================================
diff -u -r2012 -r2025
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml	(.../PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml)	(revision 2012)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml	(.../PipingVoorbeeld1_WtiSellmeijerRevisedDesignInputFile.xml)	(revision 2025)
@@ -1,14 +1,14 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="WtiSellmeijerRevised" AnalysisType="AdaptGeometry" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingWBI.Calc" MaxCalculationCores="1">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="WtiSellmeijerRevised" AnalysisType="AdaptGeometry" ProjectPath="D:\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingSellmeijerRevised.Calc" MaxCalculationCores="1">
   <Locations>
     <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
       <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" PolderLevelLow="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0.5" DryPl1DryBelowDikeTopAtPolder="1.5" DryPl1BelowShoulderBaseInside="0.1" DryPl1DryBelowDikeToeAtPolder="0.1" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" PolderLevelLow="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0.5" DryPl1DryBelowDikeTopAtPolder="1.5" DryPl1BelowShoulderBaseInside="0.1" DryPl1DryBelowDikeToeAtPolder="0.1" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingWBI0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
+      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerRevised0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
       <ModelFactors />
     </Location>
   </Locations>
Fisheye: Tag 2025 refers to a dead (removed) revision in file `DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/PipingVoorbeeld1_SellmeijerRevisedDesignHeightInputFile.xml'.
Fisheye: No comparison available.  Pass `N' to diff?
Fisheye: Tag 2025 refers to a dead (removed) revision in file `DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/PipingSellmeijerRevisedTests.cs'.
Fisheye: No comparison available.  Pass `N' to diff?