Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml	(.../Invoer10.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml	(.../Invoer10.xml)	(revision 2810)
@@ -4,19 +4,19 @@
     <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10_2" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.14" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="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" PolderLevel="-1" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="3.8" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.5" HeadPl4="1.5" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" PolderLevel="-1" HeadPl2="0" DikeTableHeight="3.8" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.5" HeadPl4="1.5" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="ZoneType.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Invoer10\ZoneType0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="0" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
       <ModelFactors />
     </Location>
     <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10_6" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.14" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="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" PolderLevel="-1" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="3.8" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.5" HeadPl4="1.5" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="1.5" RiverLevelLow="0" PolderLevel="-1" HeadPl2="0" DikeTableHeight="3.8" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.5" HeadPl4="1.5" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="ZoneType.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Invoer10\ZoneType0.soilmaterials.mdb" ZoneType="2" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
       <ModelFactors />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile1LocationWithAdaption.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile1LocationWithAdaption.xml	(.../MacroStabilityTutorialDesignInputFile1LocationWithAdaption.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile1LocationWithAdaption.xml	(.../MacroStabilityTutorialDesignInputFile1LocationWithAdaption.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42" DikeTableHeight="0">
       <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewShoulderTopSlope="0.05" NewMinDistanceDikeToeStartDitch="3" UseNewDitchDefinition="false" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="1.6" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="4.4" HeadPl4="4.4" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.4" RequiredSafetyFactorStabilityOuterSlope="1.4" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" PolderLevel="1.6" HeadPl2="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="4.4" HeadPl4="4.4" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.4" RequiredSafetyFactorStabilityOuterSlope="1.4" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
       <ModelFactors />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile18.xml	(.../MacroStabilityTutorialDesignInputFile18.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.28" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewShoulderTopSlope="0.05" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-0.8" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.7" HeadPl4="1.7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="1.7" RiverLevelLow="0" PolderLevel="-0.8" HeadPl2="0" DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.7" HeadPl4="1.7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwards.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwards.xml	(.../DeltaDijkZoneringInwards.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwards.xml	(.../DeltaDijkZoneringInwards.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="6-4-1-A-1-F" SegmentName="434" Name="6-4-1-A-1-F" DikeEmbankmentMaterial="kade" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="kade" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-0.5" HeadPl2="3.25" HeadPl3="-0.5" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD"  DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.34" RiverLevelLow="1.34" DikeTableHeight="3.26" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="1.34" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
+        <DesignScenario Id="1" RiverLevel="1.34" RiverLevelLow="1.34" PolderLevel="-0.5" HeadPl2="3.25" DikeTableHeight="3.26" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="1.34" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DeltaDijk normal.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI\DeltaDijk normal0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="0" />
       <ModelFactors />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ErrorInDGeoStabilityCalculation.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ErrorInDGeoStabilityCalculation.xml	(.../ErrorInDGeoStabilityCalculation.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/ErrorInDGeoStabilityCalculation.xml	(.../ErrorInDGeoStabilityCalculation.xml)	(revision 2810)
@@ -4,19 +4,19 @@
     <Location SurfaceLineName="6-4-3-A-1-C" SegmentName="438" Name="6-4-3-A-1-C" DikeEmbankmentMaterial="kade" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="kade" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-0.5" HeadPl2="2.3" HeadPl3="-0.5" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="0.98" RiverLevelLow="0.98" DikeTableHeight="2.31" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="0.98" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
+        <DesignScenario Id="1" RiverLevel="0.98" RiverLevelLow="0.98" PolderLevel="-0.5" HeadPl2="2.3" DikeTableHeight="2.31" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="0.98" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DeltaDijk normal.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI\DeltaDijk normal0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="0" />
       <ModelFactors />
     </Location>
     <Location SurfaceLineName="6-4-3-B-1-D" SegmentName="439" Name="6-4-3-B-1-D" DikeEmbankmentMaterial="kade" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="kade" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-0.5" HeadPl2="2.3" HeadPl3="-0.5" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="0.98" RiverLevelLow="0.98" DikeTableHeight="2.31" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="0.98" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
+        <DesignScenario Id="1" RiverLevel="0.98" RiverLevelLow="0.98" PolderLevel="-0.5" HeadPl2="2.3" DikeTableHeight="2.31" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.5" HeadPl4="0.98" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DeltaDijk normal.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI\DeltaDijk normal0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="0" />
       <ModelFactors />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwardsZone2.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwardsZone2.xml	(.../DeltaDijkZoneringInwardsZone2.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/DeltaDijkZoneringInwardsZone2.xml	(.../DeltaDijkZoneringInwardsZone2.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="6-4-5-A-1-B" SegmentName="445" Name="6-4-5-A-1-B" DikeEmbankmentMaterial="kade" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="kade" StabilityShoulderGrowSlope="0.333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-0.64" HeadPl2="2.36" HeadPl3="-0.64" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1.5" Pl1BelowShoulderCrestPolderside="0.1" Pl1BelowToeDikePolderside="0.1" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.55" RiverLevelLow="1.55" DikeTableHeight="2.37" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.64" HeadPl4="1.55" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
+        <DesignScenario Id="1" RiverLevel="1.55" RiverLevelLow="1.55" PolderLevel="-0.64" HeadPl2="2.36" DikeTableHeight="2.37" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1.5" PlLineOffsetBelowShoulderBaseInside="0.1" PlLineOffsetBelowDikeToeAtPolder="0.1" HeadPl3="-0.64" HeadPl4="1.55" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.16" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DeltaDijk normal.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI\DeltaDijk normal0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="0" />
       <ModelFactors />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewShoulderTopSlope="0.05" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="1.6" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="4.4" HeadPl4="4.4" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="4.4" RiverLevelLow="0" PolderLevel="1.6" HeadPl2="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="4.4" HeadPl4="4.4" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml
===================================================================
diff -u -r2174 -r2810
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml	(.../MacroStabilityTutorialDesignInputFile13.xml)	(revision 2174)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/MacroStabilityTutorialDesignInputFile13.xml	(.../MacroStabilityTutorialDesignInputFile13.xml)	(revision 2810)
@@ -4,9 +4,9 @@
     <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="7.58" DikeTableHeight="0">
       <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewShoulderTopSlope="0.05" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="-3" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.6" HeadPl4="1.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="1.6" RiverLevelLow="0" PolderLevel="-3" HeadPl2="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="1.6" HeadPl4="1.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DAM Tutorial Design\DAM Tutorial Design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>