Index: DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/DesignInputFileWithRiverLevelAboveDikeTopButBelowDTH.xml
===================================================================
diff -u -r3736 -r3737
--- DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/DesignInputFileWithRiverLevelAboveDikeTopButBelowDTH.xml	(.../DamEngine 19.3 wrong/src/Deltares.DamEngine.IntegrationTests/TestFiles/DesignInputFileWithRiverLevelAboveDikeTopButBelowDTH.xml)	(revision 3736)
+++ DamEngine/branches/DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/DesignInputFileWithRiverLevelAboveDikeTopButBelowDTH.xml	(.../DamEngine 19.3/src/Deltares.DamEngine.IntegrationTests/TestFiles/DesignInputFileWithRiverLevelAboveDikeTopButBelowDTH.xml)	(revision 3737)
@@ -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" 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="1.6" HeadPl2="0" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="0.5" Pl1BelowShoulderCrestPolderside="0.2" Pl1BelowToeDikePolderside="0.2" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="5.5" RiverLevelLow="0" PolderLevel="1.6" HeadPl2="0" DikeTableHeight="5.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="5.5" HeadPl4="5.5" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" />
+        <DesignScenario Id="1" RiverLevel="5.5" RiverLevelLow="0" DikeTableHeight="5.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" HeadPl3="5.5" HeadPl4="5.5" 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>