Index: DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx
===================================================================
diff -u -r6910 -r6953
--- DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 6910)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 6953)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.6906" MaxCalculationCores="1" Title2="" DateTime="2025-11-28" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\src\dam\DamClients\DamLive\trunk\data\HHNK Purmer\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6906" />
-  <Dike Key="2" MapForSoilGeometries2D="DAMLive.geometries2D\" Name="Dijkring" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-12-05" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\HHNK Purmer\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="DAMLive.geometries2D\" Name="Kering" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="Purmer_PU0110+20">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -24,9 +24,9 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
-      <Location Key="11" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="9" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Location Key="11" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="9" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0042+00K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="12" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
           <Geometry Key="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <OriginalXy Key="14" X="0" Y="0" />
@@ -894,8 +894,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="623" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="11">
             <CalculationResults />
@@ -904,7 +904,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="625" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="9" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" SurfaceLine2="402" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="625" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="9" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="13" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0042+00K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="402" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="626" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
           <Geometry Key="627" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1136,8 +1136,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="840" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="625">
             <CalculationResults />
@@ -1146,7 +1146,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="842" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SurfaceLine2="402" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="842" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="5" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0042+00" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="402" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="843" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
           <Geometry Key="844" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1378,8 +1378,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="1057" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="842">
             <CalculationResults />
@@ -1388,7 +1388,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="1059" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SurfaceLine2="402" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="1059" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="5" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="13" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0042+00" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="402" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="1060" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
           <Geometry Key="1061" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1620,8 +1620,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="1274" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1059">
             <CalculationResults />
@@ -1630,7 +1630,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="1276" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="1276" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="7" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0110+20K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="1277" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0110+20">
           <Geometry Key="1278" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1938,8 +1938,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="1568" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1276">
             <CalculationResults />
@@ -1948,7 +1948,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="1570" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" SurfaceLine2="1418" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="1570" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="7" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="5" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0110+20K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="1418" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="1571" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0110+20">
           <Geometry Key="1572" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -2109,8 +2109,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="1714" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1570">
             <CalculationResults />
@@ -2119,7 +2119,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="1716" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SurfaceLine2="1418" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="1716" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="3" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0110+20" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="1418" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="1717" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0110+20">
           <Geometry Key="1718" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -2280,8 +2280,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="1860" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1716">
             <CalculationResults />
@@ -2290,7 +2290,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="1862" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" SoilList="225" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SurfaceLine2="1418" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+      <Location Key="1862" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" SoilList="225" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="3" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="5" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="Purmer_PU0110+20" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" SurfaceLine2="1418" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
         <LocalXZSurfaceLine2 Key="1863" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0110+20">
           <Geometry Key="1864" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -2451,8 +2451,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="2006" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1862">
             <CalculationResults />
@@ -2502,7 +2502,7 @@
       <DamSoil RefKey="394" />
       <DamSoil RefKey="398" />
     </DamSoils>
-    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Aquifer Key="2008" StixFileName="Purmer_PU0110+20.stix" LayerName="L 1" />
       <Aquifer Key="2009" StixFileName="Purmer_PU0110+20.stix" LayerName="L 4" />
       <Aquifer Key="2010" StixFileName="Purmer_PU0042+00.stix" LayerName="L 1" />
@@ -2512,249 +2512,245 @@
       <Aquifer Key="2014" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 1" />
       <Aquifer Key="2015" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 2" />
     </Aquifers>
-    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
   </Dike>
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     <DamCalculationSpecifications>
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-        <StabilityParameters Key="2018" IsStabilityCheckOnUplift="False">
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-          </MStabParameters>
-        </StabilityParameters>
+      <DamCalculationSpecification Key="2017" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <SlipCircleDefinition Key="2018" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="2017" />
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     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
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+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="2019" Run="False" Name="Kering" Subject="2">
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+      <Job type="Deltares.Dam.Data.LocationJob" Key="2020" Name="Purmer_PU0042+00_K" Run="False" Subject="11">
+        <WaterLevelTimeSerie Key="2021" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2022">
+          <StabilityTimeSerie Key="2023" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+          <PipingTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+      <Job type="Deltares.Dam.Data.LocationJob" Key="2025" Name="Purmer_PU0042+00_K_V" Run="False" Subject="625">
+        <WaterLevelTimeSerie Key="2026" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2027">
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+          <PipingTimeSerie Key="2029" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2030" Name="Purmer_PU0042+00_R" Run="False" Subject="842">
+        <WaterLevelTimeSerie Key="2031" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2032">
+          <StabilityTimeSerie Key="2033" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+          <PipingTimeSerie Key="2034" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+      <Job type="Deltares.Dam.Data.LocationJob" Key="2035" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1059">
+        <WaterLevelTimeSerie Key="2036" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2037">
+          <StabilityTimeSerie Key="2038" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+      <Job type="Deltares.Dam.Data.LocationJob" Key="2040" Name="Purmer_PU0110+20_K" Run="False" Subject="1276">
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-        <LocationResult Key="2044">
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-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
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+      <Job type="Deltares.Dam.Data.LocationJob" Key="2045" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1570">
+        <WaterLevelTimeSerie Key="2046" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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-        <LocationResult Key="2049">
-          <StabilityTimeSerie Key="2050" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2047">
+          <StabilityTimeSerie Key="2048" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="2049" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
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-        <WaterLevelTimeSerie Key="2053" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2050" Name="Purmer_PU0110+20_R" Run="False" Subject="1716">
+        <WaterLevelTimeSerie Key="2051" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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-        <LocationResult Key="2054">
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-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2052">
+          <StabilityTimeSerie Key="2053" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
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-          <PipingTimeSerie Key="2056" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="2054" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
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-      <Job type="Deltares.Dam.Data.LocationJob" Key="2057" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1862">
-        <WaterLevelTimeSerie Key="2058" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2055" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1862">
+        <WaterLevelTimeSerie Key="2056" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="2059">
-          <StabilityTimeSerie Key="2060" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="2057">
+          <StabilityTimeSerie Key="2058" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="2061" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="2059" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
     </Jobs>
   </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2062" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2063" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2060" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="5" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0110+20" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2061" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2064" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2062" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2065" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2062">
+          <Scenario Key="2063" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2060">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2066" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2064" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2067" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2063" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2065" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="2061" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0110+20" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2068" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2067">
+          <Scenario Key="2066" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2065">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2069" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2067" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2070" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2071" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2068" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="5" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0110+20K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2069" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2072" SoilGeometry2DName="Purmer_PU0110+20K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2070" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2073" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2070">
+          <Scenario Key="2071" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2068">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2074" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2072" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2075" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2071" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2073" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="2069" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.01" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0110+20K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0110+20" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2076" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2075">
+          <Scenario Key="2074" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2073">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2077" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2075" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2078" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2079" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2076" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="13" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0042+00" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2077" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2080" SoilGeometry2DName="Purmer_PU0042+00.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2078" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2081" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2078">
+          <Scenario Key="2079" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2076">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2082" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2080" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2083" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2079" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2081" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="2077" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0042+00" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2084" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2083">
+          <Scenario Key="2082" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2081">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2085" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2083" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2086" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2087" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2084" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="13" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0042+00K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2085" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2088" SoilGeometry2DName="Purmer_PU0042+00K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2086" 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=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2089" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2086">
+          <Scenario Key="2087" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2084">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2090" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2088" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;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="2091" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2087" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2089" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.3333333333333333" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" NewMaxHeightShoulderAsFraction="0.6666666666666666" XRd="0" StabilityZoneType="NoZones" Segment="2085" NewDikeSlopeInside="0.3333333333333333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0.03" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.3333333333333333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="Purmer_PU0042+00K" YRd="0" StabilityShoulderGrowSlope="0.3333333333333333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="Purmer_PU0042+00" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2092" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2091">
+          <Scenario Key="2090" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2089">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2093" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2091" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
@@ -2821,1002 +2817,1004 @@
     <DataSource Source="297" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="226" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;ShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2094" Owner="226" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.8" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2092" Owner="226" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.8" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2095" Owner="226" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.8" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2093" Owner="226" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.8" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2096" Owner="226" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2094" Owner="226" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2097" Owner="226" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2095" Owner="226" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2098" Owner="226" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2096" Owner="226" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2099" Owner="226" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2097" Owner="226" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="232" Modifications="Name:Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2100" Owner="226" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2098" Owner="226" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="233" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;ShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2101" Owner="233" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2099" Owner="233" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2102" Owner="233" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2100" Owner="233" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2103" Owner="233" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2101" Owner="233" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2104" Owner="233" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2102" Owner="233" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2105" Owner="233" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2103" Owner="233" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2106" Owner="233" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2104" Owner="233" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="239" Modifications="Name:Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2107" Owner="233" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2105" Owner="233" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="240" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;ShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2108" Owner="240" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2106" Owner="240" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2109" Owner="240" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2107" Owner="240" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2110" Owner="240" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
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+            <Curve Key="2440" Description="" Name="15-16" HeadPoint="2333" EndPoint="2334" />
+            <Curve Key="2441" Description="" Name="16-17" HeadPoint="2334" EndPoint="2335" />
+            <Curve Key="2442" Description="" Name="17-18" HeadPoint="2335" EndPoint="2336" />
+            <Curve Key="2443" Description="" Name="18-19" HeadPoint="2336" EndPoint="2337" />
+            <Curve Key="2444" Description="" Name="19-20" HeadPoint="2337" EndPoint="2338" />
+            <Curve Key="2445" Description="" Name="20-21" HeadPoint="2338" EndPoint="2339" />
+            <Curve Key="2446" Description="" Name="21-22" HeadPoint="2339" EndPoint="2340" />
+            <Curve Key="2447" Description="" Name="22-23" HeadPoint="2340" EndPoint="2341" />
+            <Curve Key="2448" Description="" Name="23-24" HeadPoint="2341" EndPoint="2342" />
+            <Curve Key="2449" Description="" Name="24-25" HeadPoint="2342" EndPoint="2343" />
+            <Curve Key="2450" Description="" Name="25-26" HeadPoint="2343" EndPoint="2344" />
+            <Curve Key="2451" Description="" Name="26-27" HeadPoint="2344" EndPoint="2345" />
+            <Curve Key="2452" Description="" Name="27-28" HeadPoint="2345" EndPoint="2346" />
+            <Curve Key="2453" Description="" Name="28-29" HeadPoint="2346" EndPoint="2347" />
+            <Curve Key="2454" Description="" Name="29-30" HeadPoint="2347" EndPoint="2348" />
+            <Curve Key="2455" Description="" Name="30-31" HeadPoint="2348" EndPoint="2349" />
+            <Curve Key="2456" Description="" Name="31-32" HeadPoint="2349" EndPoint="2350" />
+            <Curve Key="2457" Description="" Name="32-33" HeadPoint="2350" EndPoint="2351" />
+            <Curve Key="2458" Description="" Name="33-34" HeadPoint="2351" EndPoint="2352" />
+            <Curve Key="2459" Description="" Name="34-35" HeadPoint="2352" EndPoint="2353" />
+            <Curve Key="2460" Description="" Name="35-36" HeadPoint="2353" EndPoint="2354" />
+            <Curve Key="2461" Description="" Name="36-37" HeadPoint="2354" EndPoint="2355" />
+            <Curve Key="2462" Description="" Name="37-38" HeadPoint="2355" EndPoint="2356" />
+            <Curve Key="2463" Description="" Name="38-39" HeadPoint="2356" EndPoint="2357" />
+            <Curve Key="2464" Description="" Name="39-40" HeadPoint="2357" EndPoint="2358" />
+            <Curve Key="2465" Description="" Name="40-41" HeadPoint="2358" EndPoint="2359" />
+            <Curve Key="2466" Description="" Name="41-42" HeadPoint="2359" EndPoint="2360" />
+            <Curve Key="2467" Description="" Name="42-43" HeadPoint="2360" EndPoint="2361" />
+            <Curve Key="2468" Description="" Name="43-44" HeadPoint="2361" EndPoint="2362" />
+            <Curve Key="2469" Description="" Name="44-45" HeadPoint="2362" EndPoint="2363" />
+            <Curve Key="2470" Description="" Name="45-46" HeadPoint="2363" EndPoint="2364" />
+            <Curve Key="2471" Description="" Name="46-47" HeadPoint="2364" EndPoint="2365" />
+            <Curve Key="2472" Description="" Name="47-48" HeadPoint="2365" EndPoint="2366" />
+            <Curve Key="2473" Description="" Name="48-49" HeadPoint="2366" EndPoint="2367" />
+            <Curve Key="2474" Description="" Name="49-50" HeadPoint="2367" EndPoint="2368" />
+            <Curve Key="2475" Description="" Name="50-51" HeadPoint="2368" EndPoint="2369" />
+            <Curve Key="2476" Description="" Name="51-52" HeadPoint="2369" EndPoint="2370" />
+            <Curve Key="2477" Description="" Name="52-53" HeadPoint="2370" EndPoint="2371" />
+            <Curve Key="2478" Description="" Name="53-54" HeadPoint="2371" EndPoint="2372" />
+            <Curve Key="2479" Description="" Name="54-55" HeadPoint="2372" EndPoint="2373" />
+            <Curve Key="2480" Description="" Name="55-56" HeadPoint="2373" EndPoint="2374" />
+            <Curve Key="2481" Description="" Name="56-57" HeadPoint="2374" EndPoint="2375" />
+            <Curve Key="2482" Description="" Name="57-58" HeadPoint="2375" EndPoint="2376" />
+            <Curve Key="2483" Description="" Name="58-59" HeadPoint="2376" EndPoint="2377" />
+            <Curve Key="2484" Description="" Name="59-60" HeadPoint="2377" EndPoint="2378" />
+            <Curve Key="2485" Description="" Name="60-61" HeadPoint="2378" EndPoint="2379" />
+            <Curve Key="2486" Description="" Name="61-62" HeadPoint="2379" EndPoint="2380" />
+            <Curve Key="2487" Description="" Name="62-63" HeadPoint="2380" EndPoint="2381" />
+            <Curve Key="2488" Description="" Name="63-64" HeadPoint="2381" EndPoint="2382" />
+            <Curve Key="2489" Description="" Name="64-65" HeadPoint="2382" EndPoint="2383" />
+            <Curve Key="2490" Description="" Name="65-66" HeadPoint="2383" EndPoint="2384" />
+            <Curve Key="2491" Description="" Name="66-67" HeadPoint="2384" EndPoint="2385" />
+            <Curve Key="2492" Description="" Name="67-68" HeadPoint="2385" EndPoint="2386" />
+            <Curve Key="2493" Description="" Name="68-69" HeadPoint="2386" EndPoint="2387" />
+            <Curve Key="2494" Description="" Name="69-70" HeadPoint="2387" EndPoint="2388" />
+            <Curve Key="2495" Description="" Name="70-71" HeadPoint="2388" EndPoint="2389" />
+            <Curve Key="2496" Description="" Name="71-72" HeadPoint="2389" EndPoint="2390" />
+            <Curve Key="2497" Description="" Name="72-73" HeadPoint="2390" EndPoint="2391" />
+            <Curve Key="2498" Description="" Name="73-74" HeadPoint="2391" EndPoint="2392" />
+            <Curve Key="2499" Description="" Name="74-75" HeadPoint="2392" EndPoint="2393" />
+            <Curve Key="2500" Description="" Name="75-76" HeadPoint="2393" EndPoint="2394" />
+            <Curve Key="2501" Description="" Name="76-77" HeadPoint="2394" EndPoint="2395" />
+            <Curve Key="2502" Description="" Name="77-78" HeadPoint="2395" EndPoint="2396" />
+            <Curve Key="2503" Description="" Name="78-79" HeadPoint="2396" EndPoint="2397" />
+            <Curve Key="2504" Description="" Name="79-80" HeadPoint="2397" EndPoint="2398" />
+            <Curve Key="2505" Description="" Name="80-81" HeadPoint="2398" EndPoint="2399" />
+            <Curve Key="2506" Description="" Name="81-82" HeadPoint="2399" EndPoint="2400" />
+            <Curve Key="2507" Description="" Name="82-83" HeadPoint="2400" EndPoint="2401" />
+            <Curve Key="2508" Description="" Name="83-84" HeadPoint="2401" EndPoint="2402" />
+            <Curve Key="2509" Description="" Name="84-85" HeadPoint="2402" EndPoint="2403" />
+            <Curve Key="2510" Description="" Name="85-86" HeadPoint="2403" EndPoint="2404" />
+            <Curve Key="2511" Description="" Name="86-87" HeadPoint="2404" EndPoint="2405" />
+            <Curve Key="2512" Description="" Name="87-88" HeadPoint="2405" EndPoint="2406" />
+            <Curve Key="2513" Description="" Name="88-89" HeadPoint="2406" EndPoint="2407" />
+            <Curve Key="2514" Description="" Name="89-90" HeadPoint="2407" EndPoint="2408" />
+            <Curve Key="2515" Description="" Name="90-91" HeadPoint="2408" EndPoint="2409" />
+            <Curve Key="2516" Description="" Name="91-92" HeadPoint="2409" EndPoint="2410" />
+            <Curve Key="2517" Description="" Name="92-93" HeadPoint="2410" EndPoint="2411" />
+            <Curve Key="2518" Description="" Name="93-94" HeadPoint="2411" EndPoint="2412" />
+            <Curve Key="2519" Description="" Name="94-95" HeadPoint="2412" EndPoint="2413" />
+            <Curve Key="2520" Description="" Name="95-96" HeadPoint="2413" EndPoint="2414" />
+            <Curve Key="2521" Description="" Name="96-97" HeadPoint="2414" EndPoint="2415" />
+            <Curve Key="2522" Description="" Name="97-98" HeadPoint="2415" EndPoint="2416" />
+            <Curve Key="2523" Description="" Name="98-99" HeadPoint="2416" EndPoint="2417" />
+            <Curve Key="2524" Description="" Name="99-100" HeadPoint="2417" EndPoint="2418" />
+            <Curve Key="2525" Description="" Name="100-101" HeadPoint="2418" EndPoint="2419" />
+            <Curve Key="2526" Description="" Name="101-102" HeadPoint="2419" EndPoint="2420" />
+            <Curve Key="2527" Description="" Name="102-103" HeadPoint="2420" EndPoint="2421" />
+            <Curve Key="2528" Description="" Name="103-104" HeadPoint="2421" EndPoint="2422" />
+            <Curve Key="2529" Description="" Name="104-105" HeadPoint="2422" EndPoint="2423" />
+            <Curve Key="2530" Description="" Name="105-106" HeadPoint="2423" EndPoint="2424" />
+            <Curve Key="2531" Description="" Name="106-107" HeadPoint="2424" EndPoint="2425" />
+            <Curve Key="2532" Description="" Name="107-108" HeadPoint="2425" EndPoint="2426" />
+            <Curve Key="2533" Description="" Name="108-109" HeadPoint="2426" EndPoint="2427" />
+            <Curve Key="2534" Description="" Name="3" HeadPoint="2323" EndPoint="2321" />
           </Curves>
           <Loops>
-            <Loop Key="2537" Description="" Name="">
+            <Loop Key="2535" Description="" Name="">
               <CurveList>
+                <Curve RefKey="2428" />
+                <Curve RefKey="2534" />
                 <Curve RefKey="2430" />
-                <Curve RefKey="2536" />
+                <Curve RefKey="2431" />
                 <Curve RefKey="2432" />
                 <Curve RefKey="2433" />
                 <Curve RefKey="2434" />
@@ -3919,25 +3917,23 @@
                 <Curve RefKey="2531" />
                 <Curve RefKey="2532" />
                 <Curve RefKey="2533" />
-                <Curve RefKey="2534" />
-                <Curve RefKey="2535" />
-                <Curve RefKey="2431" />
+                <Curve RefKey="2429" />
               </CurveList>
             </Loop>
           </Loops>
           <Surfaces>
-            <Surface Key="2538" OuterLoop="2537" Description="" Name="">
+            <Surface Key="2536" OuterLoop="2535" Description="" Name="">
               <InnerLoops />
             </Surface>
           </Surfaces>
         </Geometry>
-        <Location type="Deltares.Geographic.GeographicPoint" RefKey="2321" />
+        <Location type="Deltares.Geographic.GeographicPoint" RefKey="2319" />
       </Source>
     </DataSource>
-    <DataSource Source="2319" Modifications="Name:User" />
-    <DataSource Source="2320" Modifications="Name;Soil:User;User" />
+    <DataSource Source="2317" Modifications="Name:User" />
+    <DataSource Source="2318" Modifications="Name;Soil:User;User" />
   </DataSources>
-  <SensorData Key="2539">
+  <SensorData Key="2537">
     <Sensors>
       <Sensor RefKey="616" />
       <Sensor RefKey="617" />