Index: DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx
===================================================================
diff -u -r6910 -r6953
--- DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6910)
+++ DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6953)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.6906" MaxCalculationCores="1" Title2="" DateTime="2025-11-28" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6906" />
-  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Dijkring" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-12-05" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Kering" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="SD CS1 3-3">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -29,9 +29,9 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
-      <Location Key="13" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="500" NewDepthDitch="1" Segment="9" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Location Key="13" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" NewMaxHeightShoulderAsFraction="0.5" XRd="500" StabilityZoneType="NoZones" Segment="9" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="CD CS1 X1" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-15" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS1 X1" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="14" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
           <Geometry Key="15" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <OriginalXy Key="16" X="0" Y="0" />
@@ -835,8 +835,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="342" 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="13">
             <CalculationResults />
@@ -845,7 +845,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="344" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="1000" NewDepthDitch="1" Segment="11" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="344" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" SoilList="45" NewMaxHeightShoulderAsFraction="0.5" XRd="1000" StabilityZoneType="NoZones" Segment="11" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="CD CS2 X3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-10" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS2 X3" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="345" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
           <Geometry Key="346" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -916,8 +916,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="399" 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="344">
             <CalculationResults />
@@ -926,7 +926,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="401" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="401" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 3-3" SoilList="45" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" Segment="3" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS1 3-3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS1 3-3" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="402" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS1 3-3">
           <Geometry Key="403" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1025,8 +1025,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="484" 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="401">
             <CalculationResults />
@@ -1035,7 +1035,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="486" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="100" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="486" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 8-8" SoilList="45" NewMaxHeightShoulderAsFraction="0.5" XRd="100" StabilityZoneType="NoZones" Segment="5" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS2 8-8" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="110" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS2 8-8" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="487" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
           <Geometry Key="488" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1136,8 +1136,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="571" 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="486">
             <CalculationResults />
@@ -1146,7 +1146,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="573" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="573" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 10-10" SoilList="45" NewMaxHeightShoulderAsFraction="0.5" XRd="200" StabilityZoneType="NoZones" Segment="7" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS3 10-10" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="80" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS3 10-10" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="574" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
           <Geometry Key="575" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1243,8 +1243,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="654" 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="573">
             <CalculationResults />
@@ -1330,7 +1330,7 @@
       <DamSoil RefKey="298" />
       <DamSoil RefKey="302" />
     </DamSoils>
-    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Aquifer Key="656" StixFileName="3_3_SingaporeCrossSection.stix" LayerName="L 1" />
       <Aquifer Key="657" StixFileName="8_8_SingaporeCrossSection.stix" LayerName="L 1" />
       <Aquifer Key="658" StixFileName="10_10_SingaporeCrossSection.stix" LayerName="L 1" />
@@ -1341,1827 +1341,1744 @@
       <Aquifer Key="663" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 9" />
       <Aquifer Key="664" StixFileName="Section3_SingaporeCrossSection.stix" LayerName="L 1" />
     </Aquifers>
-    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
   </Dike>
   <DamProjectCalculationSpecification Key="665" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="666" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="667" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="668" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="669" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="666" />
-          </MStabParameters>
-        </StabilityParameters>
+      <DamCalculationSpecification Key="666" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <SlipCircleDefinition Key="667" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="670" Run="False" Name="Dijkring" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.LocationJob" Key="671" Name="CD CS1 X1" Run="False" Subject="13">
-        <WaterLevelTimeSerie Key="672" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="668" Run="False" Name="Kering" Subject="2">
+    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="669" Name="CD CS1 X1" Run="False" Subject="13">
+        <WaterLevelTimeSerie Key="670" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="673">
-          <StabilityTimeSerie Key="674" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="671">
+          <StabilityTimeSerie Key="672" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="675" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="673" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="676" Name="CD CS2 X3" Run="False" Subject="344">
-        <WaterLevelTimeSerie Key="677" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="674" Name="CD CS2 X3" Run="False" Subject="344">
+        <WaterLevelTimeSerie Key="675" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="678">
-          <StabilityTimeSerie Key="679" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="676">
+          <StabilityTimeSerie Key="677" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="680" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="678" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="681" Name="SD CS1 3-3" Run="False" Subject="401">
-        <WaterLevelTimeSerie Key="682" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="679" Name="SD CS1 3-3" Run="False" Subject="401">
+        <WaterLevelTimeSerie Key="680" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="683">
-          <StabilityTimeSerie Key="684" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="681">
+          <StabilityTimeSerie Key="682" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="685" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="683" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="686" Name="SD CS2 8-8" Run="False" Subject="486">
-        <WaterLevelTimeSerie Key="687" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="684" Name="SD CS2 8-8" Run="False" Subject="486">
+        <WaterLevelTimeSerie Key="685" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="688">
-          <StabilityTimeSerie Key="689" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="686">
+          <StabilityTimeSerie Key="687" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="690" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="688" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="691" Name="SD CS3 10-10" Run="False" Subject="573">
-        <WaterLevelTimeSerie Key="692" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="689" Name="SD CS3 10-10" Run="False" Subject="573">
+        <WaterLevelTimeSerie Key="690" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="693">
-          <StabilityTimeSerie Key="694" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="691">
+          <StabilityTimeSerie Key="692" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="695" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="693" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
     </Jobs>
   </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="696" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="697" Name="SD CS1 3-3">
+      <Source type="Deltares.Dam.Data.Location" Key="694" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 3-3" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS1 3-3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS1 3-3" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="695" Name="SD CS1 3-3">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="698" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="696" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="699" 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="696">
+          <Scenario Key="697" 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="694">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="700" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="698" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="701" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="100" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="702" Name="SD CS2 8-8">
+      <Source type="Deltares.Dam.Data.Location" Key="699" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 8-8" NewMaxHeightShoulderAsFraction="0.5" XRd="100" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS2 8-8" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="110" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS2 8-8" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="700" Name="SD CS2 8-8">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="703" SoilGeometry2DName="8_8_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="701" SoilGeometry2DName="8_8_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="704" 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="701">
+          <Scenario Key="702" 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="699">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="705" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="703" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="706" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="707" Name="SD CS3 10-10">
+      <Source type="Deltares.Dam.Data.Location" Key="704" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 10-10" NewMaxHeightShoulderAsFraction="0.5" XRd="200" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS3 10-10" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="80" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS3 10-10" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="705" Name="SD CS3 10-10">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="708" SoilGeometry2DName="10_10_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="706" SoilGeometry2DName="10_10_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="709" 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="706">
+          <Scenario Key="707" 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="704">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="710" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="708" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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">
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-        <Segment Key="712" Name="CD CS1 X1">
+      <Source type="Deltares.Dam.Data.Location" Key="709" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" NewMaxHeightShoulderAsFraction="0.5" XRd="500" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="CD CS1 X1" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-15" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS1 X1" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
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           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="713" SoilGeometry2DName="Section1_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="711" SoilGeometry2DName="Section1_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
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-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
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+          <Scenario Key="712" 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="709">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="715" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="713" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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-        <Segment Key="717" Name="CD CS2 X3">
+      <Source type="Deltares.Dam.Data.Location" Key="714" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" NewMaxHeightShoulderAsFraction="0.5" XRd="1000" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="CD CS2 X3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-10" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS2 X3" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="715" Name="CD CS2 X3">
           <SoilProfileProbabilities>
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-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
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+          <Scenario Key="717" 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="714">
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+            <ModelFactors Key="718" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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+      <Source type="Deltares.Probabilistic.Stochast" Key="722" Owner="46" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
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+      <Source type="Deltares.Probabilistic.Stochast" Key="723" Owner="46" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0.00019999999999999998" Deviation="NaN" Shift="0" XmlCorrelation="" />
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+    <DataSource Source="401" Modifications="Name;Description;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;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" />
+    <DataSource Source="486" Modifications="Name;Description;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;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" />
+    <DataSource Source="573" Modifications="Name;Description;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;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" />
+    <DataSource Source="13" Modifications="Name;Description;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;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" />
+    <DataSource Source="344" Modifications="Name;Description;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;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" />
   </DataSources>
-  <SensorData Key="1215">
+  <SensorData Key="1174">
     <Sensors>
       <Sensor RefKey="338" />
       <Sensor RefKey="339" />