Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DeltaDijkZoneringInwards.xml
===================================================================
diff -u -r1060 -r1169
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DeltaDijkZoneringInwards.xml	(.../DeltaDijkZoneringInwards.xml)	(revision 1060)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/DeltaDijkZoneringInwards.xml	(.../DeltaDijkZoneringInwards.xml)	(revision 1169)
@@ -1,13 +1,15 @@
 <?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="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI" CalculationMap="DeltaDijk normal.Calc">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="0" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\DeltaDijk_zonering_BI" CalculationMap="DeltaDijk normal.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="6-4-1-A-1-F" SegmentName="434" Name="6-4-1-A-1-F" DikeEmbankmentMaterial="kade" XSoilGeometry2DOrigin="0">
+    <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" />
       <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" />
       </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>
   </Locations>
   <SurfaceLines>