Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml
===================================================================
diff -u -r5497 -r5538
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 5497)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 5538)
@@ -5,185 +5,185 @@
       <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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="1.6" HeadPl2="0" />
+        <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="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>
-        <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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
-        <DesignScenario Id="2" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
-        <DesignScenario Id="3" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
+        <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" HeadPl2="0" />
+        <DesignScenario Id="2" RiverLevel="1.6" 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" HeadPl2="0" />
+        <DesignScenario Id="3" RiverLevel="1.7" 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" HeadPl2="0" />
       </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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.35" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.65" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="0.47" 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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.35" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="-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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="-0.52" 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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
+        <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="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="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.05" HeadPl2="0" />
+        <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="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>
-        <DesignScenario Id="1" RiverLevel="3.2" RiverLevelLow="0" DikeTableHeight="3.7" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.1" HeadPl2="0" />
+        <DesignScenario Id="1" RiverLevel="3.2" RiverLevelLow="0" DikeTableHeight="3.7" 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="-1.1" HeadPl2="0" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
@@ -1333,7 +1333,9 @@
   </Soils>
   <Segments>
     <Segment Name="DWP_1">
-      <SoilGeometryProbability SoilProfileName="DWP_1.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
+      <SoilGeometryProbability SoilProfileName="DWP_1.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="30" />
+      <SoilGeometryProbability SoilProfileName="DWP_2.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="50" />
+      <SoilGeometryProbability SoilProfileName="DWP_3.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="20" />
     </Segment>
     <Segment Name="DWP_2">
       <SoilGeometryProbability SoilProfileName="DWP_2.stix" SoilProfileType="1" SegmentFailureMechanismType="1" Probability="100" />
@@ -1583,6 +1585,343 @@
       </Layers2D>
       <PreconsolidationStresses />
     </SoilProfile2D>
+    <SoilProfile2D Name="DWP_2.stix">
+      <Layers2D>
+        <Layer2D SoilName="wl_zand" IsAquifer="true" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="0" Z="-4.5" />
+              <OuterPoint X="50" Z="-4.5" />
+              <OuterPoint X="85" Z="-4.5" />
+              <OuterPoint X="88.5" Z="-4.5" />
+              <OuterPoint X="99.15" Z="-4.5" />
+              <OuterPoint X="99.15" Z="-10" />
+              <OuterPoint X="0" Z="-10" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="50" Z="-4.5" />
+              <OuterPoint X="0" Z="-4.5" />
+              <OuterPoint X="0" Z="-1" />
+              <OuterPoint X="85" Z="-1" />
+              <OuterPoint X="85" Z="-4.5" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="88.5" Z="-4.5" />
+              <OuterPoint X="85" Z="-4.5" />
+              <OuterPoint X="85" Z="-1" />
+              <OuterPoint X="85.648" Z="-1" />
+              <OuterPoint X="85.84" Z="-1.11" />
+              <OuterPoint X="87.46" Z="-1.06" />
+              <OuterPoint X="87.573" Z="-1" />
+              <OuterPoint X="88.5" Z="-1" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="99.15" Z="-4.5" />
+              <OuterPoint X="88.5" Z="-4.5" />
+              <OuterPoint X="88.5" Z="-1" />
+              <OuterPoint X="99.15" Z="-1" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="99.15" Z="-1" />
+              <OuterPoint X="88.5" Z="-1" />
+              <OuterPoint X="87.573" Z="-1" />
+              <OuterPoint X="87.762" Z="-0.9" />
+              <OuterPoint X="88.139" Z="-0.7" />
+              <OuterPoint X="88.44" Z="-0.54" />
+              <OuterPoint X="89.96" Z="0.4" />
+              <OuterPoint X="99.15" Z="0.57" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="85.648" Z="-1" />
+              <OuterPoint X="85" Z="-1" />
+              <OuterPoint X="0" Z="-1" />
+              <OuterPoint X="0" Z="1.31" />
+              <OuterPoint X="10.76" Z="1.21" />
+              <OuterPoint X="17.51" Z="1.38" />
+              <OuterPoint X="19.03" Z="1.01" />
+              <OuterPoint X="20.06" Z="0.32" />
+              <OuterPoint X="21.24" Z="-0.49" />
+              <OuterPoint X="22.46" Z="-0.01" />
+              <OuterPoint X="23.07" Z="0.61" />
+              <OuterPoint X="27.99" Z="0.81" />
+              <OuterPoint X="33.66" Z="1.04" />
+              <OuterPoint X="41.59" Z="2.43" />
+              <OuterPoint X="45.92" Z="4.04" />
+              <OuterPoint X="49.31" Z="5.47" />
+              <OuterPoint X="50.61" Z="5.57" />
+              <OuterPoint X="51.777" Z="4.5" />
+              <OuterPoint X="58.2" Z="1.1" />
+              <OuterPoint X="61.2" Z="0.2" />
+              <OuterPoint X="74.2" Z="-0.5" />
+              <OuterPoint X="76.298" Z="0.371" />
+              <OuterPoint X="84.019" Z="-0.045" />
+              <OuterPoint X="84.76" Z="-0.49" />
+              <OuterPoint X="85.126" Z="-0.7" />
+              <OuterPoint X="85.474" Z="-0.9" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="zand antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="51.777" Z="4.5" />
+              <OuterPoint X="50.61" Z="5.57" />
+              <OuterPoint X="51.03" Z="5.59" />
+              <OuterPoint X="51.82" Z="5.6" />
+              <OuterPoint X="52.64" Z="5.57" />
+              <OuterPoint X="53.03" Z="5.56" />
+              <OuterPoint X="53.682" Z="5" />
+              <OuterPoint X="61.479" Z="2.4" />
+              <OuterPoint X="66.954" Z="1.07" />
+              <OuterPoint X="75.644" Z="0.55" />
+              <OuterPoint X="76.298" Z="0.371" />
+              <OuterPoint X="74.2" Z="-0.5" />
+              <OuterPoint X="61.2" Z="0.2" />
+              <OuterPoint X="58.2" Z="1.1" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="84.019" Z="-0.045" />
+              <OuterPoint X="76.298" Z="0.371" />
+              <OuterPoint X="75.644" Z="0.55" />
+              <OuterPoint X="66.954" Z="1.07" />
+              <OuterPoint X="61.479" Z="2.4" />
+              <OuterPoint X="53.682" Z="5" />
+              <OuterPoint X="53.03" Z="5.56" />
+              <OuterPoint X="53.7" Z="5.57" />
+              <OuterPoint X="57.12" Z="4.55" />
+              <OuterPoint X="61.68" Z="3.04" />
+              <OuterPoint X="66.95" Z="1.67" />
+              <OuterPoint X="75.61" Z="1.15" />
+              <OuterPoint X="82.91" Z="0.62" />
+              <OuterPoint X="83.277" Z="0.4" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+      </Layers2D>
+      <PreconsolidationStresses />
+    </SoilProfile2D>
+    <SoilProfile2D Name="DWP_3.stix">
+      <Layers2D>
+        <Layer2D SoilName="wl_zand" IsAquifer="true" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="0" Z="-1.5" />
+              <OuterPoint X="83.952" Z="-1.5" />
+              <OuterPoint X="87.516" Z="-1.5" />
+              <OuterPoint X="101.4" Z="-1.5" />
+              <OuterPoint X="101.4" Z="-10" />
+              <OuterPoint X="0" Z="-10" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="83.952" Z="-1.5" />
+              <OuterPoint X="0" Z="-1.5" />
+              <OuterPoint X="0" Z="-0.7" />
+              <OuterPoint X="83.971" Z="-0.7" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="87.516" Z="-1.5" />
+              <OuterPoint X="83.952" Z="-1.5" />
+              <OuterPoint X="83.971" Z="-0.7" />
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+              <OuterPoint X="86.67" Z="-1.24" />
+              <OuterPoint X="87.334" Z="-0.7" />
+              <OuterPoint X="87.567" Z="-0.7" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="101.4" Z="-1.5" />
+              <OuterPoint X="87.516" Z="-1.5" />
+              <OuterPoint X="87.567" Z="-0.7" />
+              <OuterPoint X="101.4" Z="-0.7" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="101.4" Z="-0.7" />
+              <OuterPoint X="87.567" Z="-0.7" />
+              <OuterPoint X="87.58" Z="-0.5" />
+              <OuterPoint X="87.835" Z="-0.4" />
+              <OuterPoint X="88.346" Z="-0.2" />
+              <OuterPoint X="101.4" Z="-0.2" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="87.58" Z="-0.5" />
+              <OuterPoint X="87.567" Z="-0.7" />
+              <OuterPoint X="87.334" Z="-0.7" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="101.4" Z="-0.2" />
+              <OuterPoint X="88.346" Z="-0.2" />
+              <OuterPoint X="89.29" Z="0.17" />
+              <OuterPoint X="101.4" Z="0.32" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="83.971" Z="-0.7" />
+              <OuterPoint X="0" Z="-0.7" />
+              <OuterPoint X="0" Z="-0.2" />
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+              <OuterPoint X="83.72" Z="-0.46" />
+              <OuterPoint X="83.762" Z="-0.5" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="17.59" Z="-0.2" />
+              <OuterPoint X="0" Z="-0.2" />
+              <OuterPoint X="0" Z="0.36" />
+              <OuterPoint X="10.59" Z="0.48" />
+              <OuterPoint X="16.95" Z="0.39" />
+              <OuterPoint X="17.37" Z="-0.09" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="83.283" Z="-0.2" />
+              <OuterPoint X="19.517" Z="-0.2" />
+              <OuterPoint X="20.49" Z="0.59" />
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+              <OuterPoint X="70" Z="0" />
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+              <OuterPoint X="82.14" Z="0.24" />
+              <OuterPoint X="82.98" Z="-0.02" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="zand antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="52.808" Z="3.762" />
+              <OuterPoint X="50.44" Z="4.99" />
+              <OuterPoint X="50.86" Z="5.04" />
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+              <OuterPoint X="52.48" Z="5.06" />
+              <OuterPoint X="53.54" Z="4.45" />
+              <OuterPoint X="60.09" Z="2.33" />
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+              <OuterPoint X="71.952" Z="1.147" />
+              <OuterPoint X="70" Z="0" />
+              <OuterPoint X="64" Z="0" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="klei antropogeen" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="72.69" Z="1.58" />
+              <OuterPoint X="71.952" Z="1.147" />
+              <OuterPoint X="69.503" Z="1.88" />
+              <OuterPoint X="65.11" Z="2.29" />
+              <OuterPoint X="60.09" Z="2.33" />
+              <OuterPoint X="53.54" Z="4.45" />
+              <OuterPoint X="52.48" Z="5.06" />
+              <OuterPoint X="52.81" Z="5.04" />
+              <OuterPoint X="53.5" Z="5.05" />
+              <OuterPoint X="56.1" Z="4.21" />
+              <OuterPoint X="58.42" Z="3.41" />
+              <OuterPoint X="60.06" Z="2.93" />
+              <OuterPoint X="61.9" Z="2.89" />
+              <OuterPoint X="65.1" Z="2.89" />
+              <OuterPoint X="68.17" Z="2.7" />
+              <OuterPoint X="69.6" Z="2.48" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+      </Layers2D>
+      <PreconsolidationStresses />
+    </SoilProfile2D>
     <SoilProfile2D Name="DWP_10.stix">
       <Layers2D>
         <Layer2D SoilName="wl_zand" IsAquifer="true" WaterpressureInterpolationModel="1">
@@ -3132,153 +3471,6 @@
       </Layers2D>
       <PreconsolidationStresses />
     </SoilProfile2D>
-    <SoilProfile2D Name="DWP_2.stix">
-      <Layers2D>
-        <Layer2D SoilName="wl_zand" IsAquifer="true" WaterpressureInterpolationModel="1">
-          <Surface>
-            <OuterLoop>
-              <OuterPoint X="0" Z="-4.5" />
-              <OuterPoint X="50" Z="-4.5" />
-              <OuterPoint X="85" Z="-4.5" />
-              <OuterPoint X="88.5" Z="-4.5" />
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-              <OuterPoint X="99.15" Z="-10" />
-              <OuterPoint X="0" Z="-10" />
-            </OuterLoop>
-            <Innerloop />
-          </Surface>
-        </Layer2D>
-        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
-          <Surface>
-            <OuterLoop>
-              <OuterPoint X="50" Z="-4.5" />
-              <OuterPoint X="0" Z="-4.5" />
-              <OuterPoint X="0" Z="-1" />
-              <OuterPoint X="85" Z="-1" />
-              <OuterPoint X="85" Z="-4.5" />
-            </OuterLoop>
-            <Innerloop />
-          </Surface>
-        </Layer2D>
-        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
-          <Surface>
-            <OuterLoop>
-              <OuterPoint X="88.5" Z="-4.5" />
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-            <Innerloop />
-          </Surface>
-        </Layer2D>
-        <Layer2D SoilName="veen" IsAquifer="false" WaterpressureInterpolationModel="1">
-          <Surface>
-            <OuterLoop>
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-              <OuterPoint X="88.5" Z="-1" />
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