Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml
===================================================================
diff -u -r6210 -r6211
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml	(.../Input.xml)	(revision 6210)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_inside/Input.xml	(.../Input.xml)	(revision 6211)
@@ -1,5 +1,5 @@
-<?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="StabilityInside" StabilityModelType="Bishop" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
+<?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="StabilityInside" StabilityModelType="Bishop" ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLivePulauTekongInside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
   <Locations>
     <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" />
@@ -41,46 +41,6 @@
       </DesignScenarios>
       <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
     </Location>
-    <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 ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
-    </Location>
-    <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 ZoneType="NoZones" 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" 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 ZoneType="NoZones" 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" 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 ZoneType="NoZones" 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" 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 ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
-    </Location>
   </Locations>
   <SurfaceLines>
     <SurfaceLine Name="CD CS1 X1">
@@ -1501,158 +1461,132 @@
     <TrafficLoadDegreeOfConsolidation SoilName="UMC(M) 3-3 (bu)" DegreeOfConsolidation="100" />
   </TrafficLoadDegreeOfConsolidations>
   <OperationalInputTimeSeries>
-    <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS cutoff drainlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 4" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS cutoff drainlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 5" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml
===================================================================
diff -u -r6197 -r6211
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 6197)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputTutorialStability2D.xml	(.../InputTutorialStability2D.xml)	(revision 6211)
@@ -1,191 +1,191 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="StabilityInside" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Stability" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="StabilityInside" StabilityModelType="Bishop" AnalysisType="NoAdaption" ProjectPath="D:\DAM\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Stability" CalculationMap="DAM Tutorial Design.Calc" MaxCalculationCores="1">
   <Locations>
-    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-8.42" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_1" SegmentName="DWP_1" Name="DWP_1" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="1.6" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.14" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_10" SegmentName="DWP_10" Name="DWP_10" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.5" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
         <DesignScenario Id="2" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
         <DesignScenario Id="3" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_11" SegmentName="DWP_11" Name="DWP_11" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.57" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_11" SegmentName="DWP_11" Name="DWP_11" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.5" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.35" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_12" SegmentName="DWP_12" Name="DWP_12" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-9.82" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_12" SegmentName="DWP_12" Name="DWP_12" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.5" RiverLevelLow="0" DikeTableHeight="2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.8" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="7.58" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_13" SegmentName="DWP_13" Name="DWP_13" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-3" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_14" SegmentName="DWP_14" Name="DWP_14" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-7.77" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_14" SegmentName="DWP_14" Name="DWP_14" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.65" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_15" SegmentName="DWP_15" Name="DWP_15" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-2.99" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_15" SegmentName="DWP_15" Name="DWP_15" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_16" SegmentName="DWP_16" Name="DWP_16" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.21" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_16" SegmentName="DWP_16" Name="DWP_16" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_17" SegmentName="DWP_17" Name="DWP_17" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0.47" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_17" SegmentName="DWP_17" Name="DWP_17" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.28" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_18" SegmentName="DWP_18" Name="DWP_18" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.8" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_19" SegmentName="DWP_19" Name="DWP_19" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-1.71" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_19" SegmentName="DWP_19" Name="DWP_19" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_2" SegmentName="DWP_2" Name="DWP_2" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.31" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_2" SegmentName="DWP_2" Name="DWP_2" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="4.25" RiverLevelLow="0" DikeTableHeight="4.75" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.35" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_20" SegmentName="DWP_20" Name="DWP_20" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="2.05" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_20" SegmentName="DWP_20" Name="DWP_20" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.8" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.2" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_21" SegmentName="DWP_21" Name="DWP_21" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.23" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_21" SegmentName="DWP_21" Name="DWP_21" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_22" SegmentName="DWP_22" Name="DWP_22" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="5.96" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_22" SegmentName="DWP_22" Name="DWP_22" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="2" RiverLevelLow="0" DikeTableHeight="2.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_23" SegmentName="DWP_23" Name="DWP_23" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="4.51" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_23" SegmentName="DWP_23" Name="DWP_23" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="2.1" RiverLevelLow="0" DikeTableHeight="2.6" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.3" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_3" SegmentName="DWP_3" Name="DWP_3" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-11.6" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_3" SegmentName="DWP_3" Name="DWP_3" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="4.1" RiverLevelLow="0" DikeTableHeight="4.6" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="2" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_4" SegmentName="DWP_4" Name="DWP_4" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-20.86" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_4" SegmentName="DWP_4" Name="DWP_4" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.85" RiverLevelLow="0" DikeTableHeight="4.35" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_5" SegmentName="DWP_5" Name="DWP_5" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-15.66" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_5" SegmentName="DWP_5" Name="DWP_5" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.75" RiverLevelLow="0" DikeTableHeight="4.25" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_6" SegmentName="DWP_6" Name="DWP_6" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-6.44" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_6" SegmentName="DWP_6" Name="DWP_6" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.55" RiverLevelLow="0" DikeTableHeight="4.05" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="2" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_7" SegmentName="DWP_7" Name="DWP_7" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="-0.52" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_7" SegmentName="DWP_7" Name="DWP_7" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.45" RiverLevelLow="0" DikeTableHeight="3.95" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-0.7" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_8" SegmentName="DWP_8" Name="DWP_8" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="2.07" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_8" SegmentName="DWP_8" Name="DWP_8" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.35" RiverLevelLow="0" DikeTableHeight="3.85" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.05" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
-    <Location SurfaceLineName="DWP_9" SegmentName="DWP_9" Name="DWP_9" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="8.84" DistanceToEntryPoint="0">
+    <Location SurfaceLineName="DWP_9" SegmentName="DWP_9" Name="DWP_9" DikeEmbankmentMaterial="dijksmateriaal_klei" DistanceToEntryPoint="0">
       <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" 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="3.2" RiverLevelLow="0" DikeTableHeight="3.7" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="0.5" PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="0.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.5" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" PolderLevel="-1.1" HeadPl2="0" />
       </DesignScenarios>
-      <StabilityOptions MapForSoilgeometries2D="DAM Tutorial Design.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -1131,205 +1131,205 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="1 zand dijk" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1Agrond dijk klei en zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1Bberm (rijp m. erosbest)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_wl_Zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_wl_Zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_Zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="1_Zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="2taludbekl (rijp erosieb)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="2_Zavel" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="2_Zavel (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="2_Zavel (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="3 klei bruin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="3_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
-    <Soil Name="3_klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
-    <Soil Name="3_Klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="4 klei grijs" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="4_Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="31.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="4_Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31.3" DilatancyType="Phi" Pop="10" />
-    <Soil Name="5 wl_zand Holoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="5 zand Holoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="5_Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.3" BelowPhreaticLevel="11.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="5_Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="5_Veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="12.9" FrictionAngle="25.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="6 veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="6_Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="34.2" DilatancyType="Phi" Pop="10" />
-    <Soil Name="7 wl_zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="29" DilatancyType="Phi" Pop="10" />
-    <Soil Name="7 zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="29" DilatancyType="Phi" Pop="10" />
-    <Soil Name="7_Zavel" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.2" FrictionAngle="31.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="8_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
-    <Soil Name="8_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
-    <Soil Name="8_wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
-    <Soil Name="8_wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="35" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Aanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Bekleding" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="22.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Bekleding (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
-    <Soil Name="bermmateriaal_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="bermmateriaal_zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Betuwe (0-28)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Betuwe (0-28) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Betuwe (1-20)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Diep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="dijkklei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.7" BelowPhreaticLevel="18.7" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.6" FrictionAngle="24.8" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijklichaam" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijklichaam (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijklichaam (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.6" FrictionAngle="32.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijkmateriaal kleiig (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Dijkmateriaal kleiig (OB) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="dijksmateriaal_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="dijksmateriaal_zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.2" FrictionAngle="26.2" DilatancyType="Phi" Pop="10" />
-    <Soil Name="fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="GD (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="GD (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="GD (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="GD (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="GD (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN) (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVN) 0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Hollandveen (HVO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.5" FrictionAngle="18.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.5" FrictionAngle="18.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="19" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (10)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="19" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (11)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (12)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.3" FrictionAngle="20.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4.5" FrictionAngle="22.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="23" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (8)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei (9)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.5" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="4" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei antropogeen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei antropogeen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei antropogeen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei duin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei duin (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei duinkerke" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei duinkerke (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei Duinkerke (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei Duinkerke (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei duinkerke (DKN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei duinkerke (DKN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei Duinkerke (DKN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei Duinkerke (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei duinkerke (DKO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei Duinkerke (DKO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei humeus (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
-    <Soil Name="klei phi=c=0 (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="23.8" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei, atropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Klei, humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="20" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3" FrictionAngle="22" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Lichte klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="24" DilatancyType="Phi" Pop="10" />
-    <Soil Name="middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Oude bekleding" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="1" FrictionAngle="22.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Undetermined (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="0" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2" FrictionAngle="20.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="10" FrictionAngle="17" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="3.3" FrictionAngle="16.9" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="9" FrictionAngle="12.1" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="10" FrictionAngle="17" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="11" FrictionAngle="15" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen Holland (naast)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen Holland (naast) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen Holland (onder)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="24.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen naast" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Veen naast (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.8" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="veen onder" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="8" FrictionAngle="24.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="venige klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="venige klei  phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="venige klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="14.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="venige klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="16" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_Betuwe (0-28)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_Betuwe (0-28) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Diep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.2" FrictionAngle="26.2" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="25" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="WL_zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="24.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="wl_zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="31" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand los" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand los (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26.7" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.9" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="5" FrictionAngle="21" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand pleistoceen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="28.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand, antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="27.6" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="26" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="2.5" FrictionAngle="24.5" DilatancyType="Phi" Pop="10" />
-    <Soil Name="Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
-    <Soil Name="zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="30" DilatancyType="Phi" Pop="10" />
+    <Soil Name="1 zand dijk" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="26" Pop="10" />
+    <Soil Name="1Agrond dijk klei en zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="26" Pop="10" />
+    <Soil Name="1Bberm (rijp m. erosbest)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" Cohesion="2" FrictionAngle="23" Pop="10" />
+    <Soil Name="1_wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="1_wl_Zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="1_wl_Zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="1_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="1_Zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="1_Zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.4" BelowPhreaticLevel="18.4" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.3" Pop="10" />
+    <Soil Name="2taludbekl (rijp erosieb)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="4" FrictionAngle="21" Pop="10" />
+    <Soil Name="2_Zavel" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.5" Pop="10" />
+    <Soil Name="2_Zavel (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.5" Pop="10" />
+    <Soil Name="2_Zavel (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.9" BelowPhreaticLevel="18.9" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.5" Pop="10" />
+    <Soil Name="3 klei bruin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="26" Pop="10" />
+    <Soil Name="3_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="34.2" Pop="10" />
+    <Soil Name="3_klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="34.2" Pop="10" />
+    <Soil Name="3_Klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32.5" Pop="10" />
+    <Soil Name="4 klei grijs" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="26" Pop="10" />
+    <Soil Name="4_Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" Cohesion="2.9" FrictionAngle="31.3" Pop="10" />
+    <Soil Name="4_Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="13.6" BelowPhreaticLevel="13.6" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="31.3" Pop="10" />
+    <Soil Name="5 wl_zand Holoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="5 zand Holoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="5_Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.3" BelowPhreaticLevel="11.3" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="5_Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="5_Veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11.4" BelowPhreaticLevel="11.4" ShearStrengthModel="CPhi" Cohesion="12.9" FrictionAngle="25.5" Pop="10" />
+    <Soil Name="6 veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="8" FrictionAngle="15" Pop="10" />
+    <Soil Name="6_Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="34.2" Pop="10" />
+    <Soil Name="7 wl_zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="29" Pop="10" />
+    <Soil Name="7 zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="29" Pop="10" />
+    <Soil Name="7_Zavel" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="18" ShearStrengthModel="CPhi" Cohesion="4.2" FrictionAngle="31.5" Pop="10" />
+    <Soil Name="8_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="35" Pop="10" />
+    <Soil Name="8_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="35" Pop="10" />
+    <Soil Name="8_wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="35" Pop="10" />
+    <Soil Name="8_wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="20" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="35" Pop="10" />
+    <Soil Name="Aanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="25" Pop="10" />
+    <Soil Name="Bekleding" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="22.5" Pop="10" />
+    <Soil Name="Bekleding (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="22" Pop="10" />
+    <Soil Name="bermmateriaal_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="bermmateriaal_zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26.7" Pop="10" />
+    <Soil Name="Betuwe (0-28)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Betuwe (0-28) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Betuwe (1-20)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="Diep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="dijkklei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.7" BelowPhreaticLevel="18.7" ShearStrengthModel="CPhi" Cohesion="3.6" FrictionAngle="24.8" Pop="10" />
+    <Soil Name="Dijklichaam" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="Dijklichaam (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="Dijklichaam (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="19.3" BelowPhreaticLevel="19.3" ShearStrengthModel="CPhi" Cohesion="0.6" FrictionAngle="32.1" Pop="10" />
+    <Soil Name="Dijkmateriaal kleiig (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Dijkmateriaal kleiig (OB) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="dijksmateriaal_klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="dijksmateriaal_zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26.7" Pop="10" />
+    <Soil Name="dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="2.2" FrictionAngle="26.2" Pop="10" />
+    <Soil Name="fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="GD (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="GD (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="GD (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="GD (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="GD (OB)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN) (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVN) 0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Hollandveen (HVO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" Cohesion="3.5" FrictionAngle="18.5" Pop="10" />
+    <Soil Name="Klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="17.5" ShearStrengthModel="CPhi" Cohesion="3.5" FrictionAngle="18.5" Pop="10" />
+    <Soil Name="klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3.3" FrictionAngle="19" Pop="10" />
+    <Soil Name="klei (10)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3.3" FrictionAngle="19" Pop="10" />
+    <Soil Name="klei (11)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" Cohesion="9" FrictionAngle="20" Pop="10" />
+    <Soil Name="klei (12)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="18.5" ShearStrengthModel="CPhi" Cohesion="9" FrictionAngle="20" Pop="10" />
+    <Soil Name="klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="4.3" FrictionAngle="20.7" Pop="10" />
+    <Soil Name="klei (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" Cohesion="4.5" FrictionAngle="22.5" Pop="10" />
+    <Soil Name="Klei (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="2" FrictionAngle="23" Pop="10" />
+    <Soil Name="Klei (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="2" FrictionAngle="23" Pop="10" />
+    <Soil Name="Klei (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="22" Pop="10" />
+    <Soil Name="Klei (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="24" Pop="10" />
+    <Soil Name="Klei (8)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="4" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei (9)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="4" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16.5" BelowPhreaticLevel="16.5" ShearStrengthModel="CPhi" Cohesion="4" FrictionAngle="25" Pop="10" />
+    <Soil Name="Klei antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="23.8" Pop="10" />
+    <Soil Name="klei antropogeen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="23.8" Pop="10" />
+    <Soil Name="Klei antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.9" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="23.8" Pop="10" />
+    <Soil Name="klei antropogeen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei antropogeen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="26" Pop="10" />
+    <Soil Name="klei duin" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei duin (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei duinkerke" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei duinkerke (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei Duinkerke (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.7" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKN)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei duinkerke (DKN) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei duinkerke (DKN) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKN) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKO)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei duinkerke (DKO) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="14.5" BelowPhreaticLevel="14.5" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei Duinkerke (DKO) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="klei humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="20" Pop="10" />
+    <Soil Name="klei humeus (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="24" Pop="10" />
+    <Soil Name="klei phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="22" Pop="10" />
+    <Soil Name="klei phi=c=0 (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.2" BelowPhreaticLevel="18.2" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="23.8" Pop="10" />
+    <Soil Name="Klei, atropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Klei, humeus" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="20" Pop="10" />
+    <Soil Name="Lichte klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="22" Pop="10" />
+    <Soil Name="Lichte klei (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="3" FrictionAngle="22" Pop="10" />
+    <Soil Name="Lichte klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="24" Pop="10" />
+    <Soil Name="middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="Oude bekleding" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="1" FrictionAngle="22.5" Pop="10" />
+    <Soil Name="siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="Undetermined (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="0" BelowPhreaticLevel="0" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="0" Pop="10" />
+    <Soil Name="Veen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="2" FrictionAngle="20.5" Pop="10" />
+    <Soil Name="Veen (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" Cohesion="10" FrictionAngle="17" Pop="10" />
+    <Soil Name="veen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="11" BelowPhreaticLevel="11" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="15" Pop="10" />
+    <Soil Name="Veen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="3.3" FrictionAngle="16.9" Pop="10" />
+    <Soil Name="Veen (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="9" FrictionAngle="12.1" Pop="10" />
+    <Soil Name="Veen (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1" BelowPhreaticLevel="10.1" ShearStrengthModel="CPhi" Cohesion="10" FrictionAngle="17" Pop="10" />
+    <Soil Name="veen (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="2.5" FrictionAngle="15" Pop="10" />
+    <Soil Name="veen (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="2.5" FrictionAngle="15" Pop="10" />
+    <Soil Name="veen (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.5" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="11" FrictionAngle="15" Pop="10" />
+    <Soil Name="Veen Holland (naast)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="0.8" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="Veen Holland (naast) (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="0.8" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="Veen Holland (onder)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="8" FrictionAngle="24.7" Pop="10" />
+    <Soil Name="veen naast" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="0.8" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="Veen naast (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="0.8" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="veen onder" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.3" BelowPhreaticLevel="10.5" ShearStrengthModel="CPhi" Cohesion="8" FrictionAngle="24.7" Pop="10" />
+    <Soil Name="venige klei" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="venige klei  phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="venige klei (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="14.7" Pop="10" />
+    <Soil Name="venige klei (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15" BelowPhreaticLevel="15" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="16" Pop="10" />
+    <Soil Name="WL_Betuwe (0-28)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="WL_Betuwe (0-28) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="wl_Diep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="wl_Diep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="wl_Diep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="wl_dijkzand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.2" BelowPhreaticLevel="16.2" ShearStrengthModel="CPhi" Cohesion="2.2" FrictionAngle="26.2" Pop="10" />
+    <Soil Name="wl_fijn zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="wl_middelgrof zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="wl_Ondiep zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="wl_Ondiep zand (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="wl_Ondiep zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="wl_Ondiep zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28" Pop="10" />
+    <Soil Name="wl_siltig zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="25" Pop="10" />
+    <Soil Name="wl_Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="wl_zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="2.9" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="WL_zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="WL_zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="WL_zand (4)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="WL_zand (5)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="WL_zand (6)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="31" Pop="10" />
+    <Soil Name="WL_zand (7)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="31" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="wl_Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="wl_zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="2.9" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="WL_Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="wl_zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="WL_Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="WL_zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="wl_zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="wl_Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26" Pop="10" />
+    <Soil Name="wl_zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="2.5" FrictionAngle="24.5" Pop="10" />
+    <Soil Name="wl_Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="wl_zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="Zand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="zand (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="2.9" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="zand (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="31" Pop="10" />
+    <Soil Name="zand (3)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="31" Pop="10" />
+    <Soil Name="Zand (antropogeen)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="Zand (antropogeen) (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18.5" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="Zand (antropogeen) (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.5" Pop="10" />
+    <Soil Name="zand antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="zand antropogeen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="Zand Dijkmateriaal" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Zand Dijkmateriaal (0)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="zand los" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26.7" Pop="10" />
+    <Soil Name="Zand los (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26.7" Pop="10" />
+    <Soil Name="zand phi=c=0" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.3" BelowPhreaticLevel="18.3" ShearStrengthModel="CPhi" Cohesion="2.9" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="Zand Pleistoceen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Zand Pleistoceen (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="5" FrictionAngle="21" Pop="10" />
+    <Soil Name="Zand pleistoceen (2)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="zand schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="Zand WVP" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="zand WVP (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="28.5" Pop="10" />
+    <Soil Name="Zand, antropogeen" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27" Pop="10" />
+    <Soil Name="zand, schoon" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="27.6" Pop="10" />
+    <Soil Name="Zand, siltig" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="26" Pop="10" />
+    <Soil Name="zand, siltig (1)" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17.5" BelowPhreaticLevel="19.5" ShearStrengthModel="CPhi" Cohesion="2.5" FrictionAngle="24.5" Pop="10" />
+    <Soil Name="Zandaanvulling" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="17" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
+    <Soil Name="zandondergrond" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18" BelowPhreaticLevel="20" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="30" Pop="10" />
   </Soils>
   <Segments>
     <Segment Name="DWP_1">
@@ -5647,7 +5647,6 @@
     </SoilProfile2D>
   </SoilProfiles2D>
   <StabilityParameters SearchMethod="CalculationGrid" BishopSearchAreaDetermination="Automatic" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Automatic" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" />
-  <AquiferSoils xsi:nil="true" />
   <TrafficLoadDegreeOfConsolidations>
     <TrafficLoadDegreeOfConsolidation SoilName="1 zand dijk" DegreeOfConsolidation="100" />
     <TrafficLoadDegreeOfConsolidation SoilName="1Agrond dijk klei en zand" DegreeOfConsolidation="0" />
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml
===================================================================
diff -u -r6210 -r6211
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml	(.../Input.xml)	(revision 6210)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/PulauTekong_outside/Input.xml	(.../Input.xml)	(revision 6211)
@@ -1,5 +1,5 @@
-<?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="StabilityOutside" StabilityModelType="Bishop" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside" CalculationMap="PulauTekong.Calc" MaxCalculationCores="1">
+<?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="StabilityOutside" StabilityModelType="Bishop" ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLivePulauTekongOutside" 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" 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" />
@@ -25,30 +25,6 @@
       </DesignScenarios>
       <StabilityOptions ZoneType="NoZones" 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" 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 ZoneType="NoZones" 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" 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 ZoneType="NoZones" 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" 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 ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="2" />
-    </Location>
   </Locations>
   <SurfaceLines>
     <SurfaceLine Name="SD CS1 3-3">
@@ -1107,158 +1083,132 @@
     <TrafficLoadDegreeOfConsolidation SoilName="UMC(M) 3-3 (bu)" DegreeOfConsolidation="100" />
   </TrafficLoadDegreeOfConsolidations>
   <OperationalInputTimeSeries>
-    <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 1-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 2-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-3" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SD CS 3-4" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS sealevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 3" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 1-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 1-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS cutoff drainlevel 1" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 4" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 2-1" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="CD CS 2-2" ParameterId="GW.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS cutoff drainlevel 2" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <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" />
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="EWS polderlevel 5" ParameterId="H.obs" StartDateTime="2008-12-17T01:00:00" EndDateTime="2008-12-25T23:00:00" MissVal="-999" Units="m">
       <Entries>
         <TimeSerieEntry DateTime="2008-12-17T01:00:00" Value="97.35" />
       </Entries>