Index: DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml
===================================================================
diff -u -r3736 -r3737
--- DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml	(.../DamEngine 19.3 wrong/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml)	(revision 3736)
+++ DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml	(.../DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/Invoer10.xml)	(revision 3737)
@@ -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" 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" 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" />
       <DesignScenarios>
-        <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" />
+        <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" />
       </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" 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" 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" />
       <DesignScenarios>
-        <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" />
+        <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" />
       </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 />