Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighDesignInputFile.xml
===================================================================
diff -u -r1072 -r1160
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighDesignInputFile.xml	(.../Rechter Diezedijk_BlighDesignInputFile.xml)	(revision 1072)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighDesignInputFile.xml	(.../Rechter Diezedijk_BlighDesignInputFile.xml)	(revision 1160)
@@ -1,39 +1,44 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Bligh" AnalysisType="AdaptGeometry" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas" CalculationMap="Rechter Diezedijk piping Bligh design.Calc">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Bligh" AnalysisType="AdaptGeometry" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas" CalculationMap="Rechter Diezedijk piping Bligh design.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="100" SegmentName="1" Name="100" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="100" SegmentName="1" Name="100" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas\Rechter Diezedijk piping Bligh design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="101" SegmentName="1" Name="101" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="101" SegmentName="1" Name="101" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas\Rechter Diezedijk piping Bligh design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="102" SegmentName="1" Name="102" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="102" SegmentName="1" Name="102" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas\Rechter Diezedijk piping Bligh design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="103" SegmentName="1" Name="103" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="103" SegmentName="1" Name="103" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\Larenstein_AaenMaas\Rechter Diezedijk piping Bligh design0.soilmaterials.mdb" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="104" SegmentName="1" Name="104" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0">
+    <Location SurfaceLineName="104" SegmentName="1" Name="104" DikeEmbankmentMaterial="Dijksmateriaal_zand" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>