Index: DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx
===================================================================
diff -u -r5381 -r5588
--- DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 5381)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 5588)
@@ -1,60 +1,59 @@
 <?xml version="1.0" encoding="utf-8"?>
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-          <Job type="Deltares.Dam.Data.LocationJob" Key="4" Name="Purmer_PU0042+00_K" Run="False">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="24.1.0.5571" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-01-29" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\src\dam\DamClients\DamLive\trunk\data\HHNK Purmer\DAMLive.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=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
+      <Job type="Deltares.Dam.Data.DikeJob" Key="3" Run="True" Name="De Purmer">
+        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
+          <Job type="Deltares.Dam.Data.LocationJob" Key="4" Name="Purmer_PU0042+00_K" Run="True">
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-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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             <LocationResult Key="6">
               <StabilityTimeSerie Key="7" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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+            <Subject type="Deltares.Dam.Data.Location" Key="9" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_K" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00K" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="DAMLive.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
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+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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               </LocalXZSurfaceLine2>
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+              <Segment Key="887" Name="Purmer_PU0042+00">
                 <SoilProfileProbabilities>
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               </Segment>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
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-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+          <Job type="Deltares.Dam.Data.LocationJob" Key="889" Name="Purmer_PU0042+00_R_V" Run="True">
+            <WaterLevelTimeSerie Key="890" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+            <LocationResult Key="891">
+              <StabilityTimeSerie Key="892" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
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-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+              <PipingTimeSerie Key="893" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
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-              <SensorLocation Key="1823" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="Raai_Zuid (rekenwaarde verkeer)" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Sensor" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Sensor" SourceTypePl1WaterLevelAtPolder="LocationData" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Sensor">
-                <Group Key="1824" ID="2">
+            <Subject type="Deltares.Dam.Data.Location" Key="894" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_R_V" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00" UseNewShoulderTopSlope="False" Segment="887" UseNewShoulderBaseSlope="False" SurfaceLine2="234" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" SoilList="446" MapForSoilGeometries2D="DAMLive.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
+              <SensorLocation Key="895" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="Raai_Zuid (rekenwaarde verkeer)" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Sensor" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Sensor" SourceTypePl1WaterLevelAtPolder="LocationData" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Sensor">
+                <Group Key="896" ID="2">
                   <SensorArray Dimension="1" Bounds="7">
                     <Sensor RefKey="12" />
                     <Sensor RefKey="13" />
@@ -2165,1152 +1011,1166 @@
                 </Group>
               </SensorLocation>
               <Scenarios />
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-              <LocalXZSurfaceLine2 Key="1825" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
-                <Geometry Key="1826" OriginalXy="21" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+              <LocalXZSurfaceLine2 Key="897" Name="Purmer_PU0042+00" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="">
+                <Geometry Key="898" Name="" OriginalXy="21" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" UntilTime="2000-01-01" FromTime="2000-01-01" Description="">
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+            <LocationResult Key="1111">
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-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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-          <Scenarios />
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-          <PL1Lines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.PL1Line, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-          <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=19.1.1.2243, Culture=neutral, PublicKeyToken=704b73ead55eb267]]" />
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-          <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]">
+        <Subject type="Deltares.Dam.Data.Dike" Key="1857" Name="De Purmer" Description="" SoilList="446" MapForSoilGeometries2D="DAMLive.geometries2D.0\" IsRemoveStiFiles="True" ShearStrengthModel="CPhi">
+          <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
             <Location RefKey="9" />
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-            <Location RefKey="1600" />
-            <Location RefKey="1822" />
-            <Location RefKey="2042" />
-            <Location RefKey="2341" />
-            <Location RefKey="2490" />
-            <Location RefKey="2641" />
+            <Location RefKey="452" />
+            <Location RefKey="672" />
+            <Location RefKey="894" />
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+            <Location RefKey="1413" />
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+          <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.1.0.2668, Culture=neutral, PublicKeyToken=null]]">
+            <SurfaceLines RefKey="234" />
+            <SurfaceLines RefKey="1267" />
+          </SurfaceLines2>
+          <Scenarios />
+          <ImportedCsvStressCurves />
+          <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
+            <Aquifer Key="1858" StixFileName="Purmer_PU0110+20.stix" LayerName="L 1" />
+            <Aquifer Key="1859" StixFileName="Purmer_PU0110+20.stix" LayerName="L 4" />
+            <Aquifer Key="1860" StixFileName="Purmer_PU0042+00.stix" LayerName="L 1" />
+            <Aquifer Key="1861" StixFileName="Purmer_PU0042+00.stix" LayerName="L 2" />
+            <Aquifer Key="1862" StixFileName="Purmer_PU0110+20K.stix" LayerName="L 1" />
+            <Aquifer Key="1863" StixFileName="Purmer_PU0110+20K.stix" LayerName="L 4" />
+            <Aquifer Key="1864" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 1" />
+            <Aquifer Key="1865" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 4" />
+          </Aquifers>
+          <TrafficLoadDegreeOfConsolidations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TrafficLoadDegreeOfConsolidation, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+          <PL1Lines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.PL1Line, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+          <ImportedCsvSoils />
+          <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.1.0.2668, Culture=neutral, PublicKeyToken=null]]" />
+          <SurfaceLines type="Deltares.Standard.Data.DelegatedList`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine, Deltares.Geotechnics, Version=25.1.0.2668, Culture=neutral, PublicKeyToken=null]]" />
         </Subject>
       </Job>
     </Jobs>
-    <Subject type="Deltares.Dam.Data.WaterBoard" Key="2786" SelectedDike="2785" Description="">
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-        <Segment RefKey="2634" />
-        <Segment RefKey="1815" />
-        <Segment RefKey="2193" />
+    <Subject type="Deltares.Dam.Data.WaterBoard" Key="1866" SelectedDike="1857" Description="">
+      <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
+        <Segment RefKey="1706" />
+        <Segment RefKey="887" />
+        <Segment RefKey="1265" />
         <Segment RefKey="232" />
       </Segments>
-      <SoilGeometry2DNames type="System.Collections.Generic.List`1[[Deltares.Dam.Data.SoilGeometry2DName, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-      <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-      <Dikes type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Dike, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]">
-        <Dike RefKey="2785" />
+      <SoilGeometry2DNames type="System.Collections.Generic.List`1[[Deltares.Dam.Data.SoilGeometry2DName, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+      <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+      <Dikes type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Dike, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]">
+        <Dike RefKey="1857" />
       </Dikes>
     </Subject>
   </WaterBoardJob>
-  <WaterBoard RefKey="2786" />
-  <DamProjectCalculationSpecification Key="2787" AnalysisTypeForSerializationPurposeOnly="AdaptGeometry" SelectedStabilityKernelType="DamClassicStability">
+  <VersionInfo FileVersion="2" AssemblyName="Deltares.Dam.Application" AssemblyVersion="24.1.0.5571" />
+  <WaterBoard RefKey="1866" />
+  <DamProjectCalculationSpecification Key="1867" AnalysisTypeForSerializationPurposeOnly="NoAdaption">
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-      <DamCalculationSpecification Key="2788" FailureMechanismSystemType="StabilityInside" PipingModelType="Sellmeijer4Forces" StabilityModelType="Bishop" StabilityKernelType="DamClassicStability">
-        <FailureMechanismeParamatersMStab Key="2789" RiverLevel="0" DikeTableHeight="0" TrafficLoad="0" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="2790" IsCalculateAllStabilityProjectsAtOnce="True" IsOverrulePLLineCreationMethod="False" PLLineCreationMethod="ExpertKnowledgeRRD" Model="Bishop" ShearStrength="CPhi" SearchMethod="Grid" IsProbabilistic="False" GridPosition="Right">
-            <SlipCircleDefinition Key="2791" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDefinition="OnBoundaryLines" BishopTangentLinesDistance="0.25" GridSizeDetermination="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" />
-            <GeometryCreationOptions Key="2792" SoilProfileType="SoilProfile1D" SoilGeometry2DFilename="" XOffsetSoilGeometry2DOrigin="0" MaterialForDike="" MaterialForShoulder="" IsDrySituation="False" PLLineAssignment="ExpertKnowledge" IntrusionVerticalWaterPressureType="Standard" PenetrationLength="0" IsDesign="False" />
-            <HorizontalBalanceArea Key="2793" XLeft="0" XRight="0" YTop="0" YBottom="0" PlaneCount="0" />
-            <CalculationOptions Key="2794" MinimalCircleDepth="0" ZonesType="NoZones" />
+      <DamCalculationSpecification Key="1868" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <FailureMechanismeParamatersMStab Key="1869" RiverLevel="0" DikeTableHeight="0" TrafficLoad="0" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="1870" IsCalculateAllStabilityProjectsAtOnce="True" IsOverrulePLLineCreationMethod="False" PLLineCreationMethod="ExpertKnowledgeRRD" Model="UpliftVan" ShearStrength="CPhi" SearchMethod="BeeSwarm" IsProbabilistic="False" GridPosition="Right">
+            <GeometryCreationOptions Key="1871" SoilProfileType="SoilProfile1D" SoilGeometry2DFilename="" XOffsetSoilGeometry2DOrigin="0" MaterialForDike="" MaterialForShoulder="" IsDrySituation="False" PLLineAssignment="ExpertKnowledge" IntrusionVerticalWaterPressureType="Standard" PenetrationLength="0" IsDesign="False" />
+            <HorizontalBalanceArea Key="1872" XLeft="0" XRight="0" YTop="0" YBottom="0" PlaneCount="0" />
+            <SlipCircleDefinition Key="1873" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDefinition="OnBoundaryLines" BishopTangentLinesDistance="0.25" GridSizeDetermination="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="1868" />
+            <CalculationOptions Key="1874" MinimalCircleDepth="0" ZonesType="NoZones" />
           </MStabParameters>
         </FailureMechanismeParamatersMStab>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
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+  <SensorData Key="1875">
     <Sensors>
       <Sensor RefKey="12" />
       <Sensor RefKey="13" />
@@ -3319,2674 +2179,809 @@
       <Sensor RefKey="16" />
       <Sensor RefKey="17" />
       <Sensor RefKey="18" />
-      <Sensor RefKey="2045" />
-      <Sensor RefKey="2046" />
-      <Sensor RefKey="2047" />
-      <Sensor RefKey="2048" />
-      <Sensor RefKey="2049" />
-      <Sensor RefKey="2050" />
-      <Sensor RefKey="2051" />
+      <Sensor RefKey="1117" />
+      <Sensor RefKey="1118" />
+      <Sensor RefKey="1119" />
+      <Sensor RefKey="1120" />
+      <Sensor RefKey="1121" />
+      <Sensor RefKey="1122" />
+      <Sensor RefKey="1123" />
     </Sensors>
     <SensorGroups>
       <SensorGroup RefKey="11" />
-      <SensorGroup RefKey="2044" />
+      <SensorGroup RefKey="1116" />
     </SensorGroups>
     <SensorLocations>
       <SensorLocation RefKey="10" />
-      <SensorLocation RefKey="1381" />
-      <SensorLocation RefKey="1601" />
-      <SensorLocation RefKey="1823" />
-      <SensorLocation RefKey="2043" />
-      <SensorLocation RefKey="2342" />
-      <SensorLocation RefKey="2491" />
-      <SensorLocation RefKey="2642" />
+      <SensorLocation RefKey="453" />
+      <SensorLocation RefKey="673" />
+      <SensorLocation RefKey="895" />
+      <SensorLocation RefKey="1115" />
+      <SensorLocation RefKey="1414" />
+      <SensorLocation RefKey="1563" />
+      <SensorLocation RefKey="1714" />
     </SensorLocations>
   </SensorData>
   <DataSources>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2796" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.7" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0110+20_R_V" DikeRingId="De Purmer" XRd="0" TrafficLoad="5" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0110+20" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.01" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0110+20" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1876" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="5" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0110+20_R_V" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0110+20" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0110+20" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Segment Key="2797" Name="Purmer_PU0110+20">
+        <Segment Key="1877" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2798" SoilGeometry2DName="Purmer_PU0110+20.sti" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="1878" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2799" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.7" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0110+20_R" DikeRingId="De Purmer" XRd="0" TrafficLoad="0" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0110+20" NewShoulderTopSlope="0.05" Segment="2797" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.01" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0110+20" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1879" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0110+20_R" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0110+20" UseNewShoulderTopSlope="False" Segment="1877" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0110+20" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2800" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.7" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0110+20_K_V" DikeRingId="De Purmer" XRd="0" TrafficLoad="5" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0110+20K" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.01" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0110+20" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1880" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="5" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0110+20_K_V" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0110+20K" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0110+20" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Segment Key="2801" Name="Purmer_PU0110+20K">
+        <Segment Key="1881" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2802" SoilGeometry2DName="Purmer_PU0110+20K.sti" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="1882" SoilGeometry2DName="Purmer_PU0110+20K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2803" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.7" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0110+20_K" DikeRingId="De Purmer" XRd="0" TrafficLoad="0" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0110+20K" NewShoulderTopSlope="0.05" Segment="2801" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.01" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0110+20" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1883" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0110+20_K" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0110+20K" UseNewShoulderTopSlope="False" Segment="1881" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0110+20" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2804" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.6" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0042+00_R_V" DikeRingId="De Purmer" XRd="0" TrafficLoad="13" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0042+00" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.03" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0042+00" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1884" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_R_V" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Segment Key="2805" Name="Purmer_PU0042+00">
+        <Segment Key="1885" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2806" SoilGeometry2DName="Purmer_PU0042+00.sti" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="1886" SoilGeometry2DName="Purmer_PU0042+00.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2807" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.6" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0042+00_R" DikeRingId="De Purmer" XRd="0" TrafficLoad="0" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0042+00" NewShoulderTopSlope="0.05" Segment="2805" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.03" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0042+00" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1887" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_R" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00" UseNewShoulderTopSlope="False" Segment="1885" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;HeadPL2;DikeEmbankmentMaterial;XRd;YRd;PolderLevel;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2808" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.6" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0042+00_K_V" DikeRingId="De Purmer" XRd="0" TrafficLoad="13" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0042+00K" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.03" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0042+00" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1888" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_K_V" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00K" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
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-        <Segment Key="2809" Name="Purmer_PU0042+00K">
+        <Segment Key="1889" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2810" SoilGeometry2DName="Purmer_PU0042+00K.sti" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="1890" SoilGeometry2DName="Purmer_PU0042+00K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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-      <Source type="Deltares.Dam.Data.Location" Key="2811" SlopeAdaptionStepCotangent="0.5" XSoilGeometry2DOrigin="0" DampingFactorPL3="0" UseNewShoulderTopSlope="False" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" StabilityShoulderGrowSlope="0.33333333333333331" UseNewDikeSlopeInside="False" StabilitySlopeAdaptionDeltaX="2" ForbiddenZoneFactor="0" UseNewMaxHeightShoulderAsFraction="False" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" RedesignDikeHeight="True" Description="" SlopeAdaptionEndCotangent="6" PolderLevel="-3.6" UseNewDikeTopWidth="False" StabilityShoulderGrowDeltaX="2" UseNewDikeSlopeOutside="False" HeadPL2="" UseNewShoulderBaseSlope="False" PLLineCreationMethod="ExpertKnowledgeRRD" NewSlopeAngleDitch="2" UseNewMinDistanceDikeToeStartDitch="False" MinimalCircleDepth="0" TL_DegreeOfConsolidation="" PenetrationLength="0" YRd="0" GaugeMissVal="0" AreLocalXZObjectsCreated="False" RedesignDikeShoulder="True" ShoulderEmbankmentMaterial="" SlopeAdaptionStartCotangent="3" XRdDikeLine="0" Name="Purmer_PU0042+00_K" DikeRingId="De Purmer" XRd="0" TrafficLoad="0" StabilityZoneType="NoZones" UseNewDitchDefinition="False" NewDikeTopWidth="5" NewDikeSlopeInside="0.33333333333333331" NewDikeSlopeOutside="0.33333333333333331" SegmentId="Purmer_PU0042+00K" NewShoulderTopSlope="0.05" Segment="2809" NewShoulderBaseSlope="0.33333333333333331" NewMaxHeightShoulderAsFraction="0.66666666666666663" DistanceToEntryPoint="0" NewMinDistanceDikeToeStartDitch="5" SlopeDampingPiezometricHeightPolderSide="0.03" NewWidthDitchBottom="1" SurfaceLineId="Purmer_PU0042+00" NewDepthDitch="1" SoildatabaseName="" ZoneAreaRestSlopeCrestWidth="3" DampingFactorPL4="0" MapForSoilGeometries2D="" IntrusionVerticalWaterPressure="Linear">
+    <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;IntrusionVerticalWaterPressure;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="1891" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="2" NewShoulderBaseSlope="0.3333333333333333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="0" NewDikeSlopeOutside="0.3333333333333333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="5" GaugeMissVal="0" StabilityShoulderGrowSlope="0.3333333333333333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0" SlopeAdaptionStepCotangent="0.5" Name="Purmer_PU0042+00_K" NewDikeSlopeInside="0.3333333333333333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.6666666666666666" MinimalCircleDepth="0" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="2" DikeRingId="De Purmer" XRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="Purmer_PU0042+00K" UseNewShoulderTopSlope="False" Segment="1889" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewDitchDefinition="False" SurfaceLineId="Purmer_PU0042+00" NewSlopeAngleDitch="2" SoildatabaseName="" ForbiddenZoneFactor="0" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Linear">
         <Scenarios />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=19.3.3.3776, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=24.1.0.5571, Culture=neutral, PublicKeyToken=null]]" />
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-    <DataSource Source="2490" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2341" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2042" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1822" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1600" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1380" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="9" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;PolderLevel;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;DryUnitWeight;Cohesion;FrictionAngle;PermeabKx;RRatio;UseDefaultProbabilisticValues;RatioCuPc;StrengthIncreaseExponent;UseDefaultShearStrengthModel;ShearStrengthModel;UsePop;RatioCuPcPassive;RatioCuPcActive;SoilGroup;CorrelationCPhi;Porosity;DiameterD70;WhitesConstant;BeddingAngle;DiameterD50;ExcessPorePressure;PorePressureFactor;DiameterD15: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.Geotechnics.Soils.Soil" Key="2812" UseSoilType="False" Ks0="NaN" RatioCuPcPassive="0" DiameterD90="NaN" StrengthIncreaseExponent="0" OCR="NaN" Vwal="NaN" EMod="NaN" Cu="NaN" DiameterD50="0" UseDefaultShearStrengthInput="True" CuBottom="NaN" CuActiveBottom="NaN" Cohesion="0" Equilibrium="False" RatioCuPc="0" MaxPorosity="NaN" ParR="NaN" RatioCuPcActive="0" UseDefaultShearStrengthModel="False" CuTop="NaN" InputModeReliabilityAnalysisOption="Mean" CuPassiveTop="NaN" DiameterD70="0" POP="0" WhitesConstant="0" BelowPhreaticLevel="9.8" Alpha="NaN" CalculationPoints="0" Porosity="0" Description="" GammaKorrel="NaN" ParU="NaN" FrictionAngle="0" FormReferencePn="NaN" DilatancyType="Phi" AbovePhreaticLevel="9.8" ShearStrengthModel="StressTable" PermeabKx="0" RestSlope="NaN" DiameterD15="0.000125" DryUnitWeight="0" BeddingAngle="0" Name="Hollandveen_o_dijk-VW(ZO)" Color="Color [A=255, R=210, G=105, B=30]" CuActiveTop="NaN" SoilType="Peat" CuPassiveBottom="NaN" SoilGroup="0" AlphaGrd="NaN" CuGradient="NaN" Iterations="0" ComputedPermeability="NaN" UseDefaultProbabilisticValues="False" FlowWidth="NaN" UsePop="False" MinPorosity="NaN" RRatio="0" StateParameter="NaN" Evoldm="NaN" ExcessPorePressure="0" ParS2="NaN" PorePressureFactor="0" ParM="NaN" CorrelationCPhi="0" Pn="NaN" ParV="NaN">
-        <BelowPhreaticLevelStochast Key="2813" Owner="2812" Name="BelowPhreaticLevel" ActualValue="9.8" DistributionType="Normal" Mean="9.8" Deviation="0" Shift="0" XmlCorrelation="" />
-        <FrictionAngleStochast Key="2814" Owner="2812" Name="FrictionAngle" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" DesignFactor="0" />
-        <PermeabKxStochast Key="2815" Owner="2812" Name="PermeabKx" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" />
-        <BeddingAngleStochast Key="2816" Owner="2812" Name="BeddingAngle" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" />
-        <POPStochast Key="2817" Owner="2812" Name="POP" ActualValue="0" DistributionType="Normal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" DesignFactor="0" />
-        <OCRStochast Key="2818" Owner="2812" Name="OCR" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <CohesionStochast Key="2819" Owner="2812" Name="Cohesion" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" DesignFactor="0" />
-        <RatioCuPcStochast Key="2820" Owner="2812" Name="RatioCuPc" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" />
-        <RatioCuPcPassiveStochast Key="2821" Owner="2812" Name="RatioCuPcPassive" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <RatioCuPcActiveStochast Key="2822" Owner="2812" Name="RatioCuPcActive" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <StrengthIncreaseExponentStochast Key="2823" Owner="2812" Name="StrengthIncreaseExponent" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <CuStochast Key="2824" Owner="2812" Name="Cu" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <StressTable Key="2825" Description="" NumberOfTest="0" Name="">
-          <SigmaTaus />
-        </StressTable>
-        <CuTopStochast Key="2826" Owner="2812" Name="CuTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <CuActiveTopStochast Key="2827" Owner="2812" Name="CuActiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <BondStressTable Key="2828" Description="" Name="">
-          <BondStresses />
-        </BondStressTable>
-        <DiameterD50Stochast Key="2829" Owner="2812" Name="DiameterD50" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <CuPassiveTopStochast Key="2830" Owner="2812" Name="CuPassiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <DiameterD70Stochast Key="2831" Owner="2812" Name="DiameterD70" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" />
-        <CuBottomStochast Key="2832" Owner="2812" Name="CuBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <AbovePhreaticLevelStochast Key="2833" Owner="2812" Name="AbovePhreaticLevel" ActualValue="9.8" DistributionType="Normal" Mean="9.8" Deviation="0" Shift="0" XmlCorrelation="" />
-        <StressTableStochast Key="2834" Owner="2812" Name="StressTable" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" DesignFactor="0" />
-        <CuActiveBottomStochast Key="2835" Owner="2812" Name="CuActiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <WhitesConstantStochast Key="2836" Owner="2812" Name="WhitesConstant" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="0" Shift="0" XmlCorrelation="" />
-        <CuPassiveBottomStochast Key="2837" Owner="2812" Name="CuPassiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <CuGradientStochast Key="2838" Owner="2812" Name="CuGradient" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
-        <RRatioStochast Key="2839" Owner="2812" Name="RRatio" ActualValue="0" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" DesignFactor="0" />
-        <PnStochast Key="2840" Owner="2812" Name="Pn" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="0" Shift="0" XmlCorrelation="" />
+    <DataSource Source="1857" Modifications="MapForSoilGeometries2D:None" />
+    <DataSource Source="1713" 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;None;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;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
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