Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml
===================================================================
diff -u -r6080 -r6185
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml	(.../Input.xml)	(revision 6080)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml	(.../Input.xml)	(revision 6185)
@@ -1,53 +1,53 @@
 <?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="Operational" FailureMechanismSystemType="1" StabilityModelType="Bishop" ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLivePulauTekongOutside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Operational" FailureMechanismSystemType="1" StabilityModelType="Bishop" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 3-3" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" XSoilGeometry2DOrigin="110" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 8-8" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" XSoilGeometry2DOrigin="80" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 10-10" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 3-3" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" XSoilGeometry2DOrigin="110" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 8-8" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" XSoilGeometry2DOrigin="80" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 10-10" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -118,71 +118,71 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="CB" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="CB 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="CB 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Cement Bentoniet 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="30" FrictionAngle="0" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Cement Bentoniet 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="30" FrictionAngle="1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="DCM" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="32.5" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 10-10 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Residual Soil (L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.77" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Residual Soil 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="1" />
-    <Soil Name="Residual Soil 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="1" />
-    <Soil Name="Revetment" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Revetment BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="RS(L)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.64" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.64" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.77" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) above 83.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="24.7" FrictionAngle="18.63" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) above 90.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="24.7" FrictionAngle="18.63" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.3" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.3" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand AW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand BW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand Key 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand Key 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="SDF" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="35" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Tekong" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Tekong (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.9" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.9" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (diep) (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
+    <Soil Name="CB" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="CB 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="CB 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="Cement Bentoniet 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="30" FrictionAngle="0" Pop="10" />
+    <Soil Name="Cement Bentoniet 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="30" FrictionAngle="1" Pop="10" />
+    <Soil Name="DCM" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="32.5" FrictionAngle="0" Pop="0" />
+    <Soil Name="FC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 10-10 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="Good Earth" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="0" Pop="0" />
+    <Soil Name="Good Earth 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="10" />
+    <Soil Name="LMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="LMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.4" Pop="10" />
+    <Soil Name="LMC (L) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.4" Pop="10" />
+    <Soil Name="LMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.7" Pop="10" />
+    <Soil Name="LMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.7" Pop="10" />
+    <Soil Name="Residual Soil (L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.77" Pop="0" />
+    <Soil Name="Residual Soil 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="1" />
+    <Soil Name="Residual Soil 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="1" />
+    <Soil Name="Revetment" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="Revetment BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="RS(L)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.64" Pop="0" />
+    <Soil Name="RS(L) (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.64" Pop="0" />
+    <Soil Name="RS(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.77" Pop="0" />
+    <Soil Name="RS(L) above 83.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="24.7" FrictionAngle="18.63" Pop="0" />
+    <Soil Name="RS(L) above 90.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="24.7" FrictionAngle="18.63" Pop="0" />
+    <Soil Name="Sand" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="0" />
+    <Soil Name="Sand 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="0" />
+    <Soil Name="Sand 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="0" />
+    <Soil Name="Sand 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.3" Pop="0" />
+    <Soil Name="Sand 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.3" Pop="0" />
+    <Soil Name="Sand AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand AW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="Sand BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand BW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="Sand Key 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand Key 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="SDF" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="35" FrictionAngle="0" Pop="0" />
+    <Soil Name="Tekong" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="0" />
+    <Soil Name="Tekong (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="0" Pop="0" />
+    <Soil Name="UMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="UMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="UMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.9" Pop="10" />
+    <Soil Name="UMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.9" Pop="10" />
+    <Soil Name="UMC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (diep) (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
   </Soils>
   <Segments>
     <Segment Name="SD CS1 3-3">
@@ -212,12 +212,7 @@
               <OuterPoint X="250" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="140.5" Z="71.5" />
-              <InnerPoint X="141.3" Z="71.5" />
-              <InnerPoint X="141.3" Z="70.5" />
-              <InnerPoint X="140.5" Z="70.5" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="FC(M) 3-3 (bu)" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -423,12 +418,7 @@
               <OuterPoint X="140.5" Z="103.97" />
               <OuterPoint X="140.5" Z="103.4" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="140.5" Z="103.4" />
-              <InnerPoint X="140.5" Z="103.97" />
-              <InnerPoint X="141.3" Z="103.97" />
-              <InnerPoint X="141.3" Z="103.4" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Revetment 3-3" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -515,12 +505,7 @@
               <OuterPoint X="290" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="167.18" Z="68.8" />
-              <InnerPoint X="167.98" Z="68.8" />
-              <InnerPoint X="167.98" Z="66.8" />
-              <InnerPoint X="167.18" Z="66.8" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="LMC (L) 8-8" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -732,12 +717,7 @@
               <OuterPoint X="167.18" Z="103.9" />
               <OuterPoint X="167.18" Z="103.4" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="167.18" Z="103.4" />
-              <InnerPoint X="167.18" Z="103.9" />
-              <InnerPoint X="167.98" Z="103.9" />
-              <InnerPoint X="167.98" Z="103.4" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Revetment AW 8-8" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -812,12 +792,7 @@
               <OuterPoint X="200" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="100.794" Z="78.56" />
-              <InnerPoint X="101.594" Z="78.56" />
-              <InnerPoint X="101.594" Z="76.562" />
-              <InnerPoint X="100.794" Z="76.562" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="FC(L) 10-10" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1025,12 +1000,7 @@
               <OuterPoint X="100.794" Z="103.837" />
               <OuterPoint X="100.794" Z="103.3" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="100.794" Z="103.3" />
-              <InnerPoint X="100.794" Z="103.837" />
-              <InnerPoint X="101.594" Z="103.837" />
-              <InnerPoint X="101.594" Z="103.3" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Good Earth 10-10" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1069,7 +1039,6 @@
     </SoilProfile2D>
   </SoilProfiles2D>
   <StabilityParameters SearchMethod="0" BishopSearchAreaDetermination="1" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="1" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
-  <AquiferSoils xsi:nil="true" />
   <TrafficLoadDegreeOfConsolidations>
     <TrafficLoadDegreeOfConsolidation SoilName="CB" DegreeOfConsolidation="100" />
     <TrafficLoadDegreeOfConsolidation SoilName="CB 10-10" DegreeOfConsolidation="100" />
@@ -1141,157 +1110,157 @@
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 1-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="99.275" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="99.275" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 1-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.75" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.75" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS cutoff drainlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS cutoff drainlevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 4" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 2-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.975" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.975" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 2-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="92.1" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="92.1" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS cutoff drainlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS cutoff drainlevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 5" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 5" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>
     </TimeSerie>
   </OperationalInputTimeSeries>
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml
===================================================================
diff -u -r6080 -r6185
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml	(.../Input.xml)	(revision 6080)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml	(.../Input.xml)	(revision 6185)
@@ -1,85 +1,85 @@
 <?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="Operational" FailureMechanismSystemType="0" StabilityModelType="Bishop" ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLivePulauTekongInside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Operational" FailureMechanismSystemType="0" StabilityModelType="Bishop" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="CD CS1 X1" SegmentName="CD CS1 X1" Name="CD CS1 X1" DikeEmbankmentMaterial="Good Earth" XSoilGeometry2DOrigin="-15" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="CD CS1 X1" SegmentName="CD CS1 X1" Name="CD CS1 X1" DikeEmbankmentMaterial="Good Earth" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="100" DikeTableHeight="102.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="100" HeadPl4="100" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.6" HeadPl2="100" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="CD CS2 X3" SegmentName="CD CS2 X3" Name="CD CS2 X3" DikeEmbankmentMaterial="Good Earth" XSoilGeometry2DOrigin="-10" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="CD CS2 X3" SegmentName="CD CS2 X3" Name="CD CS2 X3" DikeEmbankmentMaterial="Good Earth" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.7" DikeTableHeight="102.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="100" HeadPl4="100" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="90.8" HeadPl2="100" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 3-3" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" XSoilGeometry2DOrigin="110" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 8-8" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" XSoilGeometry2DOrigin="80" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 10-10" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="CD CS1 X1" SegmentName="CD CS1 X1" Name="CD CS1 X1" DikeEmbankmentMaterial="Good Earth" XSoilGeometry2DOrigin="-15" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="CD CS1 X1" SegmentName="CD CS1 X1" Name="CD CS1 X1" DikeEmbankmentMaterial="Good Earth" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="100" DikeTableHeight="102.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="100" HeadPl4="100" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.6" HeadPl2="100" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="CD CS2 X3" SegmentName="CD CS2 X3" Name="CD CS2 X3" DikeEmbankmentMaterial="Good Earth" XSoilGeometry2DOrigin="-10" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="CD CS2 X3" SegmentName="CD CS2 X3" Name="CD CS2 X3" DikeEmbankmentMaterial="Good Earth" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.7" DikeTableHeight="102.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="100" HeadPl4="100" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="90.8" HeadPl2="100" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS1 3-3" SegmentName="SD CS1 3-3" Name="SD CS1 3-3" DikeEmbankmentMaterial="Good Earth 3-3" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 3-3" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" XSoilGeometry2DOrigin="110" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS2 8-8" SegmentName="SD CS2 8-8" Name="SD CS2 8-8" DikeEmbankmentMaterial="Good Earth 8-8" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 8-8" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" XSoilGeometry2DOrigin="80" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="SD CS3 10-10" SegmentName="SD CS3 10-10" Name="SD CS3 10-10" DikeEmbankmentMaterial="Good Earth 10-10" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Good Earth 10-10" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="101.82" DikeTableHeight="106" PlLineOffsetBelowDikeTopAtRiver="1" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="101.83" HeadPl4="101.83" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" PolderLevel="97.2" HeadPl2="101.83" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="PulauTekong.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
+      <StabilityOptions ZoneType="0" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -183,71 +183,71 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="CB" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="CB 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="CB 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="50" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Cement Bentoniet 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="30" FrictionAngle="0" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Cement Bentoniet 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="30" FrictionAngle="1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="DCM" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="32.5" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 10-10 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.84" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="FC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.17" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Good Earth 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (L) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="16.4" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="LMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Residual Soil (L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.77" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Residual Soil 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="1" />
-    <Soil Name="Residual Soil 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="1" />
-    <Soil Name="Revetment" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Revetment AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Revetment BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="RS(L)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.64" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.64" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="19.77" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) above 83.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="24.7" FrictionAngle="18.63" DilatancyType="Phi" Pop="0" />
-    <Soil Name="RS(L) above 90.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="24.7" FrictionAngle="18.63" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.3" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.3" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Sand AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand AW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand BW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand Key 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="24.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Sand Key 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="23.07" DilatancyType="Phi" Pop="10" />
-    <Soil Name="SDF" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="35" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Tekong" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="20.9" DilatancyType="Phi" Pop="0" />
-    <Soil Name="Tekong (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="15" FrictionAngle="0" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.9" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.9" DilatancyType="Phi" Pop="10" />
-    <Soil Name="UMC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(L) 3-3 (diep) (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="13.54" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
-    <Soil Name="UMC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="12.23" DilatancyType="Phi" Pop="0" />
+    <Soil Name="CB" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="CB 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="CB 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="50" FrictionAngle="0" Pop="0" />
+    <Soil Name="Cement Bentoniet 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="30" FrictionAngle="0" Pop="10" />
+    <Soil Name="Cement Bentoniet 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13" BelowPhreaticLevel="13" ShearStrengthModel="CPhi" Cohesion="30" FrictionAngle="1" Pop="10" />
+    <Soil Name="DCM" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="32.5" FrictionAngle="0" Pop="0" />
+    <Soil Name="FC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 10-10 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.84" Pop="0" />
+    <Soil Name="FC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="FC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.1" BelowPhreaticLevel="19.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.17" Pop="0" />
+    <Soil Name="Good Earth" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="0" Pop="0" />
+    <Soil Name="Good Earth 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="0" />
+    <Soil Name="Good Earth 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.4" Pop="10" />
+    <Soil Name="LMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="LMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.4" Pop="10" />
+    <Soil Name="LMC (L) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.3" BelowPhreaticLevel="16.3" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="16.4" Pop="10" />
+    <Soil Name="LMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.7" Pop="10" />
+    <Soil Name="LMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15.7" Pop="10" />
+    <Soil Name="Residual Soil (L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.77" Pop="0" />
+    <Soil Name="Residual Soil 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="1" />
+    <Soil Name="Residual Soil 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="1" />
+    <Soil Name="Revetment" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="0" />
+    <Soil Name="Revetment AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="Revetment BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="RS(L)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.64" Pop="0" />
+    <Soil Name="RS(L) (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.64" Pop="0" />
+    <Soil Name="RS(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="19.77" Pop="0" />
+    <Soil Name="RS(L) above 83.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="24.7" FrictionAngle="18.63" Pop="0" />
+    <Soil Name="RS(L) above 90.3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="24.7" FrictionAngle="18.63" Pop="0" />
+    <Soil Name="Sand" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="0" />
+    <Soil Name="Sand 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="0" />
+    <Soil Name="Sand 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="0" />
+    <Soil Name="Sand 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.3" Pop="0" />
+    <Soil Name="Sand 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.7" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.3" Pop="0" />
+    <Soil Name="Sand AW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand AW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="17.64" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="Sand BW 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand BW 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="Sand Key 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.64" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="24.07" Pop="10" />
+    <Soil Name="Sand Key 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="23.07" Pop="10" />
+    <Soil Name="SDF" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="35" FrictionAngle="0" Pop="0" />
+    <Soil Name="Tekong" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="20.9" Pop="0" />
+    <Soil Name="Tekong (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.85" BelowPhreaticLevel="19.85" ShearStrengthModel="CPhi" Cohesion="15" FrictionAngle="0" Pop="0" />
+    <Soil Name="UMC (L) (d) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="UMC (L) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="15" Pop="10" />
+    <Soil Name="UMC (M) 8-8" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.9" Pop="10" />
+    <Soil Name="UMC (M) 8-8 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.9" Pop="10" />
+    <Soil Name="UMC(L) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (diep)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(L) 3-3 (diep) (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.25" BelowPhreaticLevel="15.25" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="13.54" Pop="0" />
+    <Soil Name="UMC(M) 10-10" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 10-10 (1)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 3-3" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
+    <Soil Name="UMC(M) 3-3 (bu)" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.1" BelowPhreaticLevel="15.1" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="12.23" Pop="0" />
   </Soils>
   <Segments>
     <Segment Name="SD CS1 3-3">
@@ -294,12 +294,7 @@
               <OuterPoint X="85" Z="83.8" />
               <OuterPoint X="0" Z="83.8" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="20.6" Z="94.3" />
-              <InnerPoint X="21.4" Z="94.3" />
-              <InnerPoint X="21.4" Z="93.3" />
-              <InnerPoint X="20.6" Z="93.3" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="RS(L) above 90.3" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -404,12 +399,7 @@
               <OuterPoint X="20.6" Z="95.8" />
               <OuterPoint X="0" Z="95.8" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="20.6" Z="95.8" />
-              <InnerPoint X="20.6" Z="102" />
-              <InnerPoint X="21.4" Z="102" />
-              <InnerPoint X="21.4" Z="95.8" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Revetment" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -627,12 +617,7 @@
               <OuterPoint X="250" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="140.5" Z="71.5" />
-              <InnerPoint X="141.3" Z="71.5" />
-              <InnerPoint X="141.3" Z="70.5" />
-              <InnerPoint X="140.5" Z="70.5" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="FC(M) 3-3" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -838,12 +823,7 @@
               <OuterPoint X="140.5" Z="103.97" />
               <OuterPoint X="140.5" Z="103.4" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="140.5" Z="103.4" />
-              <InnerPoint X="140.5" Z="103.97" />
-              <InnerPoint X="141.3" Z="103.97" />
-              <InnerPoint X="141.3" Z="103.4" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Revetment 3-3" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -929,12 +909,7 @@
               <OuterPoint X="290" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="167.18" Z="68.8" />
-              <InnerPoint X="167.98" Z="68.8" />
-              <InnerPoint X="167.98" Z="66.8" />
-              <InnerPoint X="167.18" Z="66.8" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="LMC (L) 8-8 (1)" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1136,12 +1111,7 @@
               <OuterPoint X="167.18" Z="103.9" />
               <OuterPoint X="167.18" Z="103.4" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="167.18" Z="103.4" />
-              <InnerPoint X="167.18" Z="103.9" />
-              <InnerPoint X="167.98" Z="103.9" />
-              <InnerPoint X="167.98" Z="103.4" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Revetment AW 8-8" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1216,12 +1186,7 @@
               <OuterPoint X="200" Z="50" />
               <OuterPoint X="0" Z="50" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="100.794" Z="78.56" />
-              <InnerPoint X="101.594" Z="78.56" />
-              <InnerPoint X="101.594" Z="76.562" />
-              <InnerPoint X="100.794" Z="76.562" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="FC(L) 10-10" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1429,12 +1394,7 @@
               <OuterPoint X="100.794" Z="103.837" />
               <OuterPoint X="100.794" Z="103.3" />
             </OuterLoop>
-            <Innerloop>
-              <InnerPoint X="100.794" Z="103.3" />
-              <InnerPoint X="100.794" Z="103.837" />
-              <InnerPoint X="101.594" Z="103.837" />
-              <InnerPoint X="101.594" Z="103.3" />
-            </Innerloop>
+            <Innerloop />
           </Surface>
         </Layer2D>
         <Layer2D SoilName="Good Earth 10-10" IsAquifer="false" WaterpressureInterpolationModel="1">
@@ -1473,7 +1433,6 @@
     </SoilProfile2D>
   </SoilProfiles2D>
   <StabilityParameters SearchMethod="0" BishopSearchAreaDetermination="1" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="1" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
-  <AquiferSoils xsi:nil="true" />
   <TrafficLoadDegreeOfConsolidations>
     <TrafficLoadDegreeOfConsolidation SoilName="CB" DegreeOfConsolidation="100" />
     <TrafficLoadDegreeOfConsolidation SoilName="CB 10-10" DegreeOfConsolidation="100" />
@@ -1545,157 +1504,157 @@
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 1-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 1-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 2-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 2-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.1634" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.2" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.8" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="SD CS 3-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="SD CS 3-4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.65" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS sealevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS sealevel 3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="100.078" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 3" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.6" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 1-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="99.275" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="99.275" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 1-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.75" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.75" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS cutoff drainlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS cutoff drainlevel 1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 4" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 4" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 2-1" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.975" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.975" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="CD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="CD CS 2-2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="92.1" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="92.1" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS cutoff drainlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS cutoff drainlevel 2" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="98.3" />
       </Entries>
     </TimeSerie>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="EWS polderlevel 5" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" StationName="EWS polderlevel 5" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
       <Entries>
-        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" Flag-nietechtgebruikt="0" />
+        <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>
     </TimeSerie>
   </OperationalInputTimeSeries>