Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml
===================================================================
diff -u -r6104 -r6162
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 6104)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 6162)
@@ -1,15 +1,15 @@
 <?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="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="C:\Dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Stability" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Stability" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="1.6" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.14" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
@@ -19,167 +19,167 @@
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_11" SegmentName="DWP_11" Name="DWP_11" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_11" SegmentName="DWP_11" Name="DWP_11" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.57" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.35" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_12" SegmentName="DWP_12" Name="DWP_12" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_12" SegmentName="DWP_12" Name="DWP_12" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-9.82" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.8" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="7.58" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_14" SegmentName="DWP_14" Name="DWP_14" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_14" SegmentName="DWP_14" Name="DWP_14" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-7.77" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.65" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_15" SegmentName="DWP_15" Name="DWP_15" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_15" SegmentName="DWP_15" Name="DWP_15" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-2.99" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_16" SegmentName="DWP_16" Name="DWP_16" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_16" SegmentName="DWP_16" Name="DWP_16" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.21" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_17" SegmentName="DWP_17" Name="DWP_17" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_17" SegmentName="DWP_17" Name="DWP_17" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0.47" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.28" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_19" SegmentName="DWP_19" Name="DWP_19" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_19" SegmentName="DWP_19" Name="DWP_19" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-1.71" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_2" SegmentName="DWP_2" Name="DWP_2" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_2" SegmentName="DWP_2" Name="DWP_2" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.31" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="4.25" RiverLevelLow="0" DikeTableHeight="4.75" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.35" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_20" SegmentName="DWP_20" Name="DWP_20" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_20" SegmentName="DWP_20" Name="DWP_20" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="2.05" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.8" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_21" SegmentName="DWP_21" Name="DWP_21" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_21" SegmentName="DWP_21" Name="DWP_21" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.23" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_22" SegmentName="DWP_22" Name="DWP_22" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_22" SegmentName="DWP_22" Name="DWP_22" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.96" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="2" RiverLevelLow="0" DikeTableHeight="2.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_23" SegmentName="DWP_23" Name="DWP_23" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_23" SegmentName="DWP_23" Name="DWP_23" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="4.51" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="2.1" RiverLevelLow="0" DikeTableHeight="2.6" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_3" SegmentName="DWP_3" Name="DWP_3" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_3" SegmentName="DWP_3" Name="DWP_3" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.6" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="4.1" RiverLevelLow="0" DikeTableHeight="4.6" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="2" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_4" SegmentName="DWP_4" Name="DWP_4" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_4" SegmentName="DWP_4" Name="DWP_4" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-20.86" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.85" RiverLevelLow="0" DikeTableHeight="4.35" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_5" SegmentName="DWP_5" Name="DWP_5" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_5" SegmentName="DWP_5" Name="DWP_5" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-15.66" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.75" RiverLevelLow="0" DikeTableHeight="4.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_6" SegmentName="DWP_6" Name="DWP_6" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_6" SegmentName="DWP_6" Name="DWP_6" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-6.44" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.55" RiverLevelLow="0" DikeTableHeight="4.05" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="2" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_7" SegmentName="DWP_7" Name="DWP_7" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_7" SegmentName="DWP_7" Name="DWP_7" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-0.52" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.45" RiverLevelLow="0" DikeTableHeight="3.95" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_8" SegmentName="DWP_8" Name="DWP_8" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_8" SegmentName="DWP_8" Name="DWP_8" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="2.07" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="3.35" RiverLevelLow="0" DikeTableHeight="3.85" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.05" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_9" SegmentName="DWP_9" Name="DWP_9" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_9" SegmentName="DWP_9" Name="DWP_9" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.84" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>