Index: DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx
===================================================================
diff -u -r5639 -r5718
--- DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 5639)
+++ DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 5718)
@@ -1,5 +1,5 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="24.1.0.0" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-02-03" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="24.1.0.0" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-02-07" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
   <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="2" Run="True" Name="WaterBoard">
     <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=24.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Job type="Deltares.Dam.Data.DikeJob" Key="3" Run="True" Name="Dike from CSV">
@@ -30,7 +30,7 @@
                 </Group>
               </SensorLocation>
               <Scenarios>
-                <Scenario Key="18" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="9">
+                <Scenario Key="18" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="9">
                   <CalculationResults />
                   <Errors />
                   <ModelFactors Key="19" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2373,7 +2373,7 @@
                 </Group>
               </SensorLocation>
               <Scenarios>
-                <Scenario Key="1997" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1988">
+                <Scenario Key="1997" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1988">
                   <CalculationResults />
                   <Errors />
                   <ModelFactors Key="1998" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2502,7 +2502,7 @@
                 </Group>
               </SensorLocation>
               <Scenarios>
-                <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2082">
+                <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2082">
                   <CalculationResults />
                   <Errors />
                   <ModelFactors Key="2092" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2831,7 +2831,7 @@
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2300" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="SD CS1 3-3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth 3-3" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth 3-3" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="SD CS1 3-3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="SD CS1 3-3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2301" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2300">
+          <Scenario Key="2301" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2300">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2302" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2849,7 +2849,7 @@
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2305" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="110" SlopeAdaptionStepCotangent="0.5" Name="SD CS2 8-8" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth 8-8" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth 8-8" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="SD CS2 8-8" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="SD CS2 8-8" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2306" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2305">
+          <Scenario Key="2306" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2305">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2307" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2867,7 +2867,7 @@
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2310" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="80" SlopeAdaptionStepCotangent="0.5" Name="SD CS3 10-10" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth 10-10" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth 10-10" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="SD CS3 10-10" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="SD CS3 10-10" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2311" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2310">
+          <Scenario Key="2311" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2310">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2312" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2885,7 +2885,7 @@
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2315" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-15" SlopeAdaptionStepCotangent="0.5" Name="CD CS1 X1" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="CD CS1 X1" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="CD CS1 X1" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2316" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2315">
+          <Scenario Key="2316" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2315">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2317" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -2898,7 +2898,7 @@
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2318" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-10" SlopeAdaptionStepCotangent="0.5" Name="CD CS2 X3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="CD CS2 X3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="CD CS2 X3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2319" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2318">
+          <Scenario Key="2319" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2318">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2320" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -3500,7 +3500,7 @@
     <DataSource Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2321" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-15" SlopeAdaptionStepCotangent="0.5" Name="CD CS1 X1" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="CD CS1 X1" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" SurfaceLine2="2168" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="CD CS1 X1" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="97" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2322" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2321">
+          <Scenario Key="2322" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2321">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2323" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
@@ -3549,7 +3549,7 @@
     <DataSource Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="2354" RedesignDikeShoulder="True" NewDikeTopWidth="3" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-10" SlopeAdaptionStepCotangent="0.5" Name="CD CS2 X3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="2" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="Good Earth" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="0" DikeEmbankmentMaterial="Good Earth" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="CD CS2 X3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" SurfaceLine2="2198" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="CD CS2 X3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="97" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="2355" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2354">
+          <Scenario Key="2355" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="2354">
             <CalculationResults />
             <Errors />
             <ModelFactors Key="2356" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />