Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml
===================================================================
diff -u -r994 -r1162
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 994)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/MacroStabilityTutorialDesignInputFile.xml	(.../MacroStabilityTutorialDesignInputFile.xml)	(revision 1162)
@@ -1,7 +1,8 @@
 <?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\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.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\DAM Tutorial Design" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42">
+    <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" />
       <DesignScenarios>