Index: DamClients/DamUI/trunk/data/Tutorials/DAMDesign/Stability/DAM Tutorial Design.damx
===================================================================
diff -u -r4942 -r4948
--- DamClients/DamUI/trunk/data/Tutorials/DAMDesign/Stability/DAM Tutorial Design.damx	(.../DAM Tutorial Design.damx)	(revision 4942)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMDesign/Stability/DAM Tutorial Design.damx	(.../DAM Tutorial Design.damx)	(revision 4948)
@@ -1,19 +1,19 @@
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@@ -6959,20 +6959,20 @@
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@@ -7192,20 +7192,20 @@
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@@ -7387,20 +7387,20 @@
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@@ -7570,20 +7570,20 @@
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@@ -7721,20 +7721,20 @@
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+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="6567">
               <StabilityTimeSerie Key="6568" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="6569" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="6570" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-7.77" SlopeAdaptionStepCotangent="0.5" Name="DWP_14" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="443275" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104726" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_14" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_14" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -7874,20 +7874,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="6686" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="6649" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="6687" Name="DWP_15" Run="False">
             <WaterLevelTimeSerie Key="6688" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="6689">
               <StabilityTimeSerie Key="6690" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="6691" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="6692" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-2.99" SlopeAdaptionStepCotangent="0.5" Name="DWP_15" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="443749" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="105819" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_15" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_15" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8077,20 +8077,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="6858" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="6802" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="6859" Name="DWP_16" Run="False">
             <WaterLevelTimeSerie Key="6860" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="6861">
               <StabilityTimeSerie Key="6862" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="6863" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="6864" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.21" SlopeAdaptionStepCotangent="0.5" Name="DWP_16" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="444348" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106034" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_16" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_16" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8272,20 +8272,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7022" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="6969" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7023" Name="DWP_17" Run="False">
             <WaterLevelTimeSerie Key="7024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7025">
               <StabilityTimeSerie Key="7026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7028" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0.47" SlopeAdaptionStepCotangent="0.5" Name="DWP_17" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="444649" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106385" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_17" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_17" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8443,20 +8443,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7162" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7113" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7163" Name="DWP_18" Run="False">
             <WaterLevelTimeSerie Key="7164" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7165">
               <StabilityTimeSerie Key="7166" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7167" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7168" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.28" SlopeAdaptionStepCotangent="0.5" Name="DWP_18" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="444934" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106511" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_18" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_18" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8610,20 +8610,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7298" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7253" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7299" Name="DWP_19" Run="False">
             <WaterLevelTimeSerie Key="7300" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7301">
               <StabilityTimeSerie Key="7302" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7303" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7304" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-1.71" SlopeAdaptionStepCotangent="0.5" Name="DWP_19" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="445483" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="107637" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_19" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_19" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8797,20 +8797,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7454" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7404" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7455" Name="DWP_2" Run="False">
             <WaterLevelTimeSerie Key="7456" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7457">
               <StabilityTimeSerie Key="7458" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7459" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7460" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.31" SlopeAdaptionStepCotangent="0.5" Name="DWP_2" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="437229" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="100130" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_2" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_2" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -8988,20 +8988,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7614" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7560" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7615" Name="DWP_20" Run="False">
             <WaterLevelTimeSerie Key="7616" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7617">
               <StabilityTimeSerie Key="7618" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7619" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7620" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.05" SlopeAdaptionStepCotangent="0.5" Name="DWP_20" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="446056" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108263" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_20" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_20" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -9203,20 +9203,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7798" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7734" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7799" Name="DWP_21" Run="False">
             <WaterLevelTimeSerie Key="7800" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7801">
               <StabilityTimeSerie Key="7802" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7803" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7804" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.23" SlopeAdaptionStepCotangent="0.5" Name="DWP_21" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="446548" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108898" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_21" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_21" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -9398,20 +9398,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7962" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7908" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="7963" Name="DWP_22" Run="False">
             <WaterLevelTimeSerie Key="7964" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="7965">
               <StabilityTimeSerie Key="7966" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="7967" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="7968" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.96" SlopeAdaptionStepCotangent="0.5" Name="DWP_22" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="446544" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109395" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_22" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_22" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -9557,20 +9557,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8090" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8048" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8091" Name="DWP_23" Run="False">
             <WaterLevelTimeSerie Key="8092" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8093">
               <StabilityTimeSerie Key="8094" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8095" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8096" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="4.51" SlopeAdaptionStepCotangent="0.5" Name="DWP_23" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="446726" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109682" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_23" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_23" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -9732,20 +9732,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8234" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8187" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8235" Name="DWP_3" Run="False">
             <WaterLevelTimeSerie Key="8236" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8237">
               <StabilityTimeSerie Key="8238" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8239" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8240" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.6" SlopeAdaptionStepCotangent="0.5" Name="DWP_3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="437577" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="101611" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -9963,20 +9963,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8434" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8364" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8435" Name="DWP_4" Run="False">
             <WaterLevelTimeSerie Key="8436" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8437">
               <StabilityTimeSerie Key="8438" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8439" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8440" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-20.86" SlopeAdaptionStepCotangent="0.5" Name="DWP_4" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="438403" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="102397" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_4" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_4" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -10166,20 +10166,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8606" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8546" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8607" Name="DWP_5" Run="False">
             <WaterLevelTimeSerie Key="8608" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8609">
               <StabilityTimeSerie Key="8610" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8611" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8612" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-15.66" SlopeAdaptionStepCotangent="0.5" Name="DWP_5" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="439210" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103367" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_5" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_5" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -10373,20 +10373,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8782" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8725" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8783" Name="DWP_6" Run="False">
             <WaterLevelTimeSerie Key="8784" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8785">
               <StabilityTimeSerie Key="8786" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8787" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8788" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-6.44" SlopeAdaptionStepCotangent="0.5" Name="DWP_6" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="439515" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103496" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_6" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_6" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -10580,20 +10580,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8958" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8897" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="8959" Name="DWP_7" Run="False">
             <WaterLevelTimeSerie Key="8960" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="8961">
               <StabilityTimeSerie Key="8962" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="8963" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="8964" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-0.52" SlopeAdaptionStepCotangent="0.5" Name="DWP_7" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="440651" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103954" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_7" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_7" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -10775,20 +10775,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9122" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9062" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="9123" Name="DWP_8" Run="False">
             <WaterLevelTimeSerie Key="9124" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="9125">
               <StabilityTimeSerie Key="9126" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="9127" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="9128" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.07" SlopeAdaptionStepCotangent="0.5" Name="DWP_8" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="440659" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104115" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_8" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_8" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -10982,20 +10982,20 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9298" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9236" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
           <Job type="Deltares.Dam.Data.LocationJob" Key="9299" Name="DWP_9" Run="False">
             <WaterLevelTimeSerie Key="9300" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </WaterLevelTimeSerie>
             <LocationResult Key="9301">
               <StabilityTimeSerie Key="9302" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </StabilityTimeSerie>
               <PipingTimeSerie Key="9303" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
               </PipingTimeSerie>
             </LocationResult>
             <Subject type="Deltares.Dam.Data.Location" Key="9304" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="8.84" SlopeAdaptionStepCotangent="0.5" Name="DWP_9" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="True" RedesignDikeHeight="True" YRd="441030" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104178" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_9" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_9" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
@@ -11161,13 +11161,13 @@
                   <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9446" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9398" IsPointOnSurfaceLine="True" Name=" " Description="" />
                 </CharacteristicPoints>
               </SurfaceLine2>
-              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+              <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+              <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
             </Subject>
           </Job>
         </Jobs>
         <Subject type="Deltares.Dam.Data.Dike" Key="9447" Name="Dike from CSV" Description="" SoilList="161" MapForSoilGeometries2D="DAM Tutorial Design.geometries2D.0\" IsRemoveStiFiles="True" ShearStrengthModel="CPhi">
-          <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]">
+          <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]">
             <Location RefKey="9" />
             <Location RefKey="5938" />
             <Location RefKey="6134" />
@@ -11219,9 +11219,46 @@
           </SurfaceLines2>
           <ImportedCsvStressCurves />
           <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.1.0.2668, Culture=neutral, PublicKeyToken=null]]" />
-          <Aquifers />
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+          <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]">
+            <Aquifer Key="9448" StixFileName="DWP_1.stix" LayerName="L 1" />
+            <Aquifer Key="9449" StixFileName="DWP_1.stix" LayerName="L 11" />
+            <Aquifer Key="9450" StixFileName="DWP_2.stix" LayerName="L 1" />
+            <Aquifer Key="9451" StixFileName="DWP_2.stix" LayerName="L 7" />
+            <Aquifer Key="9452" StixFileName="DWP_3.stix" LayerName="L 1" />
+            <Aquifer Key="9453" StixFileName="DWP_3.stix" LayerName="L 10" />
+            <Aquifer Key="9454" StixFileName="DWP_4.stix" LayerName="L 1" />
+            <Aquifer Key="9455" StixFileName="DWP_4.stix" LayerName="L 9" />
+            <Aquifer Key="9456" StixFileName="DWP_5.stix" LayerName="L 1" />
+            <Aquifer Key="9457" StixFileName="DWP_5.stix" LayerName="L 11" />
+            <Aquifer Key="9458" StixFileName="DWP_6.stix" LayerName="L 1" />
+            <Aquifer Key="9459" StixFileName="DWP_7.stix" LayerName="L 1" />
+            <Aquifer Key="9460" StixFileName="DWP_7.stix" LayerName="L 7" />
+            <Aquifer Key="9461" StixFileName="DWP_8.stix" LayerName="L 1" />
+            <Aquifer Key="9462" StixFileName="DWP_8.stix" LayerName="L 13" />
+            <Aquifer Key="9463" StixFileName="DWP_8.stix" LayerName="L 14" />
+            <Aquifer Key="9464" StixFileName="DWP_9.stix" LayerName="L 1" />
+            <Aquifer Key="9465" StixFileName="DWP_9.stix" LayerName="L 15" />
+            <Aquifer Key="9466" StixFileName="DWP_9.stix" LayerName="L 16" />
+            <Aquifer Key="9467" StixFileName="DWP_10.stix" LayerName="L 1" />
+            <Aquifer Key="9468" StixFileName="DWP_11.stix" LayerName="L 1" />
+            <Aquifer Key="9469" StixFileName="DWP_12.stix" LayerName="L 1" />
+            <Aquifer Key="9470" StixFileName="DWP_13.stix" LayerName="L 1" />
+            <Aquifer Key="9471" StixFileName="DWP_14.stix" LayerName="L 1" />
+            <Aquifer Key="9472" StixFileName="DWP_15.stix" LayerName="L 1" />
+            <Aquifer Key="9473" StixFileName="DWP_16.stix" LayerName="L 1" />
+            <Aquifer Key="9474" StixFileName="DWP_16.stix" LayerName="L 15" />
+            <Aquifer Key="9475" StixFileName="DWP_17.stix" LayerName="L 1" />
+            <Aquifer Key="9476" StixFileName="DWP_17.stix" LayerName="L 8" />
+            <Aquifer Key="9477" StixFileName="DWP_18.stix" LayerName="L 1" />
+            <Aquifer Key="9478" StixFileName="DWP_19.stix" LayerName="L 1" />
+            <Aquifer Key="9479" StixFileName="DWP_19.stix" LayerName="L 2" />
+            <Aquifer Key="9480" StixFileName="DWP_20.stix" LayerName="L 1" />
+            <Aquifer Key="9481" StixFileName="DWP_21.stix" LayerName="L 1" />
+            <Aquifer Key="9482" StixFileName="DWP_22.stix" LayerName="L 1" />
+            <Aquifer Key="9483" StixFileName="DWP_23.stix" LayerName="L 1" />
+          </Aquifers>
+          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
           <Scenarios>
             <Scenario RefKey="10" />
             <Scenario RefKey="5939" />
@@ -11250,13 +11287,13 @@
             <Scenario RefKey="9305" />
           </Scenarios>
           <ImportedCsvSoils />
-          <PL1Lines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.PL1Line, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+          <PL1Lines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.PL1Line, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
           <SurfaceLines type="Deltares.Standard.Data.DelegatedList`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine, Deltares.Geotechnics, Version=25.1.0.2668, Culture=neutral, PublicKeyToken=null]]" />
         </Subject>
       </Job>
     </Jobs>
-    <Subject type="Deltares.Dam.Data.WaterBoard" Key="9448" SelectedDike="9447" Description="">
-      <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]">
+    <Subject type="Deltares.Dam.Data.WaterBoard" Key="9484" SelectedDike="9447" Description="">
+      <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]">
         <Segment RefKey="86" />
         <Segment RefKey="7538" />
         <Segment RefKey="8338" />
@@ -11281,452 +11318,452 @@
         <Segment RefKey="8030" />
         <Segment RefKey="8166" />
       </Segments>
-      <SoilGeometry2DNames type="System.Collections.Generic.List`1[[Deltares.Dam.Data.SoilGeometry2DName, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-      <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-      <Dikes type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Dike, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]">
+      <SoilGeometry2DNames type="System.Collections.Generic.List`1[[Deltares.Dam.Data.SoilGeometry2DName, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+      <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+      <Dikes type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Dike, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]">
         <Dike RefKey="9447" />
       </Dikes>
     </Subject>
   </WaterBoardJob>
-  <VersionInfo FileVersion="2" AssemblyName="Deltares.Dam.Application" AssemblyVersion="24.1.0.4940" />
-  <WaterBoard RefKey="9448" />
-  <DamProjectCalculationSpecification Key="9449" AnalysisTypeForSerializationPurposeOnly="NoAdaption">
+  <VersionInfo FileVersion="2" AssemblyName="Deltares.Dam.Application" AssemblyVersion="24.1.0.4947" />
+  <WaterBoard RefKey="9484" />
+  <DamProjectCalculationSpecification Key="9485" AnalysisTypeForSerializationPurposeOnly="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="9450" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <FailureMechanismeParamatersMStab Key="9451" RiverLevel="0" DikeTableHeight="0" TrafficLoad="0" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="9452" IsCalculateAllStabilityProjectsAtOnce="True" IsOverrulePLLineCreationMethod="False" PLLineCreationMethod="ExpertKnowledgeRRD" Model="UpliftVan" ShearStrength="CPhi" SearchMethod="BeeSwarm" IsProbabilistic="False" GridPosition="Right">
-            <GeometryCreationOptions Key="9453" SoilProfileType="SoilProfile1D" SoilGeometry2DFilename="" XOffsetSoilGeometry2DOrigin="0" MaterialForDike="" MaterialForShoulder="" IsDrySituation="False" PLLineAssignment="ExpertKnowledge" IntrusionVerticalWaterPressureType="Standard" PenetrationLength="0" IsDesign="False" />
-            <HorizontalBalanceArea Key="9454" XLeft="0" XRight="0" YTop="0" YBottom="0" PlaneCount="0" />
-            <SlipCircleDefinition Key="9455" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDefinition="OnBoundaryLines" BishopTangentLinesDistance="0.25" GridSizeDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="9450" />
-            <CalculationOptions Key="9456" MinimalCircleDepth="0" ZonesType="NoZones" />
+      <DamCalculationSpecification Key="9486" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <FailureMechanismeParamatersMStab Key="9487" RiverLevel="0" DikeTableHeight="0" TrafficLoad="0" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="9488" IsCalculateAllStabilityProjectsAtOnce="True" IsOverrulePLLineCreationMethod="False" PLLineCreationMethod="ExpertKnowledgeRRD" Model="UpliftVan" ShearStrength="CPhi" SearchMethod="BeeSwarm" IsProbabilistic="False" GridPosition="Right">
+            <GeometryCreationOptions Key="9489" SoilProfileType="SoilProfile1D" SoilGeometry2DFilename="" XOffsetSoilGeometry2DOrigin="0" MaterialForDike="" MaterialForShoulder="" IsDrySituation="False" PLLineAssignment="ExpertKnowledge" IntrusionVerticalWaterPressureType="Standard" PenetrationLength="0" IsDesign="False" />
+            <HorizontalBalanceArea Key="9490" XLeft="0" XRight="0" YTop="0" YBottom="0" PlaneCount="0" />
+            <SlipCircleDefinition Key="9491" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDefinition="OnBoundaryLines" BishopTangentLinesDistance="0.25" GridSizeDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="9486" />
+            <CalculationOptions Key="9492" MinimalCircleDepth="0" ZonesType="NoZones" />
           </MStabParameters>
         </FailureMechanismeParamatersMStab>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9457" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-8.42" SlopeAdaptionStepCotangent="0.5" Name="DWP_1" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437106" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="99718" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_1" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_1" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9493" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-8.42" SlopeAdaptionStepCotangent="0.5" Name="DWP_1" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437106" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="99718" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_1" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_1" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9458" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PolderLevel="1.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9457">
+          <Scenario Key="9494" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.4" RiverLevelLow="0" DikeTableHeight="4.9" PolderLevel="1.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9493">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9459" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9495" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9460" Name="DWP_1">
+        <Segment Key="9496" Name="DWP_1">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9461" SoilGeometry2DName="DWP_1.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9497" SoilGeometry2DName="DWP_1.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9462" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.31" SlopeAdaptionStepCotangent="0.5" Name="DWP_2" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437229" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="100130" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_2" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_2" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9498" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.31" SlopeAdaptionStepCotangent="0.5" Name="DWP_2" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437229" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="100130" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_2" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_2" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9463" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.25" RiverLevelLow="0" DikeTableHeight="4.75" PolderLevel="-0.35" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9462">
+          <Scenario Key="9499" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.25" RiverLevelLow="0" DikeTableHeight="4.75" PolderLevel="-0.35" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9498">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9464" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9500" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9465" Name="DWP_2">
+        <Segment Key="9501" Name="DWP_2">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9466" SoilGeometry2DName="DWP_2.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9502" SoilGeometry2DName="DWP_2.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9467" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.6" SlopeAdaptionStepCotangent="0.5" Name="DWP_3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437577" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="101611" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9503" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.6" SlopeAdaptionStepCotangent="0.5" Name="DWP_3" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="437577" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="101611" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_3" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_3" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9468" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.1" RiverLevelLow="0" DikeTableHeight="4.6" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9467">
+          <Scenario Key="9504" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.1" RiverLevelLow="0" DikeTableHeight="4.6" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9503">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9469" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9505" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9470" Name="DWP_3">
+        <Segment Key="9506" Name="DWP_3">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9471" SoilGeometry2DName="DWP_3.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9507" SoilGeometry2DName="DWP_3.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9472" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-20.86" SlopeAdaptionStepCotangent="0.5" Name="DWP_4" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="438403" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="102397" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_4" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_4" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9508" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-20.86" SlopeAdaptionStepCotangent="0.5" Name="DWP_4" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="438403" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="102397" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_4" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_4" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9473" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.85" RiverLevelLow="0" DikeTableHeight="4.35" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9472">
+          <Scenario Key="9509" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.85" RiverLevelLow="0" DikeTableHeight="4.35" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9508">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9474" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9510" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9475" Name="DWP_4">
+        <Segment Key="9511" Name="DWP_4">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9476" SoilGeometry2DName="DWP_4.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9512" SoilGeometry2DName="DWP_4.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9477" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-15.66" SlopeAdaptionStepCotangent="0.5" Name="DWP_5" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="439210" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103367" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_5" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_5" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9513" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-15.66" SlopeAdaptionStepCotangent="0.5" Name="DWP_5" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="439210" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103367" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_5" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_5" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9478" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.75" RiverLevelLow="0" DikeTableHeight="4.25" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9477">
+          <Scenario Key="9514" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.75" RiverLevelLow="0" DikeTableHeight="4.25" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9513">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9479" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9515" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9480" Name="DWP_5">
+        <Segment Key="9516" Name="DWP_5">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9481" SoilGeometry2DName="DWP_5.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9517" SoilGeometry2DName="DWP_5.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9482" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-6.44" SlopeAdaptionStepCotangent="0.5" Name="DWP_6" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="439515" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103496" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_6" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_6" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9518" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-6.44" SlopeAdaptionStepCotangent="0.5" Name="DWP_6" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="439515" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103496" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_6" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_6" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9483" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.55" RiverLevelLow="0" DikeTableHeight="4.05" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9482">
+          <Scenario Key="9519" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.55" RiverLevelLow="0" DikeTableHeight="4.05" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9518">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9484" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9520" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9485" Name="DWP_6">
+        <Segment Key="9521" Name="DWP_6">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9486" SoilGeometry2DName="DWP_6.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9522" SoilGeometry2DName="DWP_6.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9487" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-0.52" SlopeAdaptionStepCotangent="0.5" Name="DWP_7" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="440651" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103954" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_7" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_7" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9523" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-0.52" SlopeAdaptionStepCotangent="0.5" Name="DWP_7" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="440651" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103954" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_7" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_7" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9488" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.45" RiverLevelLow="0" DikeTableHeight="3.95" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9487">
+          <Scenario Key="9524" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.45" RiverLevelLow="0" DikeTableHeight="3.95" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9523">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9489" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9525" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9490" Name="DWP_7">
+        <Segment Key="9526" Name="DWP_7">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9491" SoilGeometry2DName="DWP_7.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9527" SoilGeometry2DName="DWP_7.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9492" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.07" SlopeAdaptionStepCotangent="0.5" Name="DWP_8" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="440659" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104115" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_8" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_8" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9528" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.07" SlopeAdaptionStepCotangent="0.5" Name="DWP_8" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="440659" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104115" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_8" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_8" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9493" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.35" RiverLevelLow="0" DikeTableHeight="3.85" PolderLevel="-1.05" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9492">
+          <Scenario Key="9529" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.35" RiverLevelLow="0" DikeTableHeight="3.85" PolderLevel="-1.05" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9528">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9494" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9530" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9495" Name="DWP_8">
+        <Segment Key="9531" Name="DWP_8">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9496" SoilGeometry2DName="DWP_8.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9532" SoilGeometry2DName="DWP_8.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9497" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="8.84" SlopeAdaptionStepCotangent="0.5" Name="DWP_9" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="441030" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104178" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_9" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_9" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9533" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="8.84" SlopeAdaptionStepCotangent="0.5" Name="DWP_9" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="441030" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104178" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_9" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_9" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9498" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.2" RiverLevelLow="0" DikeTableHeight="3.7" PolderLevel="-1.1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9497">
+          <Scenario Key="9534" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="3.2" RiverLevelLow="0" DikeTableHeight="3.7" PolderLevel="-1.1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9533">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9499" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9535" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9500" Name="DWP_9">
+        <Segment Key="9536" Name="DWP_9">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9501" SoilGeometry2DName="DWP_9.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9537" SoilGeometry2DName="DWP_9.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9502" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="8.14" SlopeAdaptionStepCotangent="0.5" Name="DWP_10" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="441992" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103535" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_10" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_10" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9538" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="8.14" SlopeAdaptionStepCotangent="0.5" Name="DWP_10" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="441992" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103535" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_10" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_10" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9503" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9502">
+          <Scenario Key="9539" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9538">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9504" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9540" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
-          <Scenario Key="9505" CalculationResult="NoRun" LocationScenarioID="2" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9502">
+          <Scenario Key="9541" CalculationResult="NoRun" LocationScenarioID="2" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9538">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9506" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9542" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
-          <Scenario Key="9507" CalculationResult="NoRun" LocationScenarioID="3" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9502">
+          <Scenario Key="9543" CalculationResult="NoRun" LocationScenarioID="3" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9538">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9508" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9544" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9509" Name="DWP_10">
+        <Segment Key="9545" Name="DWP_10">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9510" SoilGeometry2DName="DWP_10.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9546" SoilGeometry2DName="DWP_10.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9511" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.57" SlopeAdaptionStepCotangent="0.5" Name="DWP_11" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442590" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103167" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_11" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_11" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9547" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-11.57" SlopeAdaptionStepCotangent="0.5" Name="DWP_11" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442590" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103167" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_11" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_11" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9512" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1.35" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9511">
+          <Scenario Key="9548" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-1.35" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9547">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9513" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9549" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9514" Name="DWP_11">
+        <Segment Key="9550" Name="DWP_11">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9515" SoilGeometry2DName="DWP_11.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9551" SoilGeometry2DName="DWP_11.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9516" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-9.82" SlopeAdaptionStepCotangent="0.5" Name="DWP_12" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442727" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103641" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_12" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_12" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9552" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-9.82" SlopeAdaptionStepCotangent="0.5" Name="DWP_12" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442727" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="103641" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_12" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_12" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9517" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9516">
+          <Scenario Key="9553" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.5" RiverLevelLow="0" DikeTableHeight="2" PolderLevel="-3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9552">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9518" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9554" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9519" Name="DWP_12">
+        <Segment Key="9555" Name="DWP_12">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9520" SoilGeometry2DName="DWP_12.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9556" SoilGeometry2DName="DWP_12.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9521" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="7.58" SlopeAdaptionStepCotangent="0.5" Name="DWP_13" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442927" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104631" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_13" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_13" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9557" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="7.58" SlopeAdaptionStepCotangent="0.5" Name="DWP_13" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="442927" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104631" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_13" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_13" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9522" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9521">
+          <Scenario Key="9558" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9557">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9523" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9559" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9524" Name="DWP_13">
+        <Segment Key="9560" Name="DWP_13">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9525" SoilGeometry2DName="DWP_13.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9561" SoilGeometry2DName="DWP_13.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9526" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-7.77" SlopeAdaptionStepCotangent="0.5" Name="DWP_14" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="443275" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104726" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_14" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_14" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9562" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-7.77" SlopeAdaptionStepCotangent="0.5" Name="DWP_14" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="443275" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="104726" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_14" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_14" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9527" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-1.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9526">
+          <Scenario Key="9563" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-1.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9562">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9528" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9564" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9529" Name="DWP_14">
+        <Segment Key="9565" Name="DWP_14">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9530" SoilGeometry2DName="DWP_14.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9566" SoilGeometry2DName="DWP_14.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9531" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-2.99" SlopeAdaptionStepCotangent="0.5" Name="DWP_15" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="443749" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="105819" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_15" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_15" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9567" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-2.99" SlopeAdaptionStepCotangent="0.5" Name="DWP_15" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="443749" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="105819" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_15" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_15" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9532" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9531">
+          <Scenario Key="9568" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9567">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9533" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9569" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9534" Name="DWP_15">
+        <Segment Key="9570" Name="DWP_15">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9535" SoilGeometry2DName="DWP_15.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9571" SoilGeometry2DName="DWP_15.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9536" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.21" SlopeAdaptionStepCotangent="0.5" Name="DWP_16" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444348" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106034" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_16" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_16" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9572" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.21" SlopeAdaptionStepCotangent="0.5" Name="DWP_16" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444348" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106034" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_16" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_16" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9537" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9536">
+          <Scenario Key="9573" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-0.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9572">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9538" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9574" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9539" Name="DWP_16">
+        <Segment Key="9575" Name="DWP_16">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9540" SoilGeometry2DName="DWP_16.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9576" SoilGeometry2DName="DWP_16.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9541" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0.47" SlopeAdaptionStepCotangent="0.5" Name="DWP_17" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444649" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106385" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_17" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_17" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9577" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="0.47" SlopeAdaptionStepCotangent="0.5" Name="DWP_17" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444649" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106385" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_17" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_17" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9542" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-0.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9541">
+          <Scenario Key="9578" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.6" RiverLevelLow="0" DikeTableHeight="2.1" PolderLevel="-0.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9577">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9543" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9579" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9544" Name="DWP_17">
+        <Segment Key="9580" Name="DWP_17">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9545" SoilGeometry2DName="DWP_17.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9581" SoilGeometry2DName="DWP_17.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9546" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.28" SlopeAdaptionStepCotangent="0.5" Name="DWP_18" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444934" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106511" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_18" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_18" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9582" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.28" SlopeAdaptionStepCotangent="0.5" Name="DWP_18" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="444934" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="106511" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_18" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_18" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9547" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PolderLevel="-0.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9546">
+          <Scenario Key="9583" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.7" RiverLevelLow="0" DikeTableHeight="2.2" PolderLevel="-0.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9582">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9548" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9584" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9549" Name="DWP_18">
+        <Segment Key="9585" Name="DWP_18">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9550" SoilGeometry2DName="DWP_18.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9586" SoilGeometry2DName="DWP_18.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9551" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-1.71" SlopeAdaptionStepCotangent="0.5" Name="DWP_19" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="445483" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="107637" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_19" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_19" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9587" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="-1.71" SlopeAdaptionStepCotangent="0.5" Name="DWP_19" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="445483" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="107637" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_19" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_19" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9552" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9551">
+          <Scenario Key="9588" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9587">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9553" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9589" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9554" Name="DWP_19">
+        <Segment Key="9590" Name="DWP_19">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9555" SoilGeometry2DName="DWP_19.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9591" SoilGeometry2DName="DWP_19.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9556" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.05" SlopeAdaptionStepCotangent="0.5" Name="DWP_20" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446056" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108263" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_20" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_20" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9592" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="2.05" SlopeAdaptionStepCotangent="0.5" Name="DWP_20" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446056" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108263" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_20" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_20" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9557" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9556">
+          <Scenario Key="9593" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9592">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9558" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9594" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9559" Name="DWP_20">
+        <Segment Key="9595" Name="DWP_20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9560" SoilGeometry2DName="DWP_20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9596" SoilGeometry2DName="DWP_20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9561" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.23" SlopeAdaptionStepCotangent="0.5" Name="DWP_21" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446548" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108898" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_21" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_21" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9597" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.23" SlopeAdaptionStepCotangent="0.5" Name="DWP_21" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446548" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="108898" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_21" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_21" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9562" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9561">
+          <Scenario Key="9598" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="1.9" RiverLevelLow="0" DikeTableHeight="2.4" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9597">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9563" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9599" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9564" Name="DWP_21">
+        <Segment Key="9600" Name="DWP_21">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9565" SoilGeometry2DName="DWP_21.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9601" SoilGeometry2DName="DWP_21.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9566" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.96" SlopeAdaptionStepCotangent="0.5" Name="DWP_22" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446544" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109395" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_22" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_22" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9602" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="5.96" SlopeAdaptionStepCotangent="0.5" Name="DWP_22" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446544" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109395" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_22" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_22" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9567" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="2" RiverLevelLow="0" DikeTableHeight="2.5" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9566">
+          <Scenario Key="9603" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="2" RiverLevelLow="0" DikeTableHeight="2.5" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9602">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9568" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9604" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9569" Name="DWP_22">
+        <Segment Key="9605" Name="DWP_22">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9570" SoilGeometry2DName="DWP_22.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9606" SoilGeometry2DName="DWP_22.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TL_DegreeOfConsolidation;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="9571" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="4.51" SlopeAdaptionStepCotangent="0.5" Name="DWP_23" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446726" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109682" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_23" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_23" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
+      <Source type="Deltares.Dam.Data.Location" Key="9607" RedesignDikeShoulder="True" NewDikeTopWidth="5" StabilitySlopeAdaptionDeltaX="1" NewShoulderBaseSlope="0.333" Description="" SlopeAdaptionEndCotangent="6" TrafficLoad="13" NewDikeSlopeOutside="0.333" StabilityZoneType="NoZones" DampingFactorPL3="0" NewMinDistanceDikeToeStartDitch="3" GaugeMissVal="0" StabilityShoulderGrowSlope="0.333" SlopeAdaptionStartCotangent="3" XSoilGeometry2DOrigin="4.51" SlopeAdaptionStepCotangent="0.5" Name="DWP_23" NewDikeSlopeInside="0.333" PLLineCreationMethod="ExpertKnowledgeRRD" NewShoulderTopSlope="0.05" TL_DegreeOfConsolidation="" NewMaxHeightShoulderAsFraction="0.5" MinimalCircleDepth="1.5" NewWidthDitchBottom="1" PenetrationLength="0" ShoulderEmbankmentMaterial="bermmateriaal_klei" AreLocalXZObjectsCreated="False" RedesignDikeHeight="True" YRd="446726" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" XRdDikeLine="0" StabilityShoulderGrowDeltaX="1" DikeRingId="Dike from CSV" XRd="109682" DikeEmbankmentMaterial="dijksmateriaal_klei" NewDepthDitch="1" UseNewDikeTopWidth="False" UseNewDikeSlopeInside="False" UseNewDikeSlopeOutside="False" SegmentId="DWP_23" UseNewShoulderTopSlope="False" UseNewShoulderBaseSlope="False" UseNewMaxHeightShoulderAsFraction="False" DistanceToEntryPoint="0" UseNewMinDistanceDikeToeStartDitch="False" SlopeDampingPiezometricHeightPolderSide="0" UseNewDitchDefinition="False" SurfaceLineId="DWP_23" NewSlopeAngleDitch="1" SoildatabaseName="" ForbiddenZoneFactor="1" MapForSoilGeometries2D="" DampingFactorPL4="0" IntrusionVerticalWaterPressure="Standard">
         <Scenarios>
-          <Scenario Key="9572" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="2.1" RiverLevelLow="0" DikeTableHeight="2.6" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9571">
+          <Scenario Key="9608" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="2.1" RiverLevelLow="0" DikeTableHeight="2.6" PolderLevel="-1.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="0" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="0.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="9607">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="9573" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="9609" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
-        <Segment Key="9574" Name="DWP_23">
+        <Segment Key="9610" Name="DWP_23">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="9575" SoilGeometry2DName="DWP_23.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="9611" SoilGeometry2DName="DWP_23.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4940, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=23.2.0.4947, Culture=neutral, PublicKeyToken=null]]" />
       </Source>
     </DataSource>
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@@ -13545,155 +13582,155 @@
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+      <Source type="Deltares.Geotechnics.Soils.SoilProfile1D" Key="9693" MaintainLayerOrderNonStatic="False" Name="Soil Profile 1D" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-10" TopLevel="5.37" X="NaN" ProbabilityOfOccurrence="0" Y="NaN" Location="9615">
         <Layers>
-          <Layer Key="9658" MaintainLayerOrder="False" TopLevel="5.37" Id="" Soil="1699" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Soil Layer" />
+          <Layer Key="9694" MaintainLayerOrder="False" TopLevel="5.37" Id="" Soil="1699" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Soil Layer" />
         </Layers>
         <PreconsolidationStresses />
       </Source>
     </DataSource>
-    <DataSource Source="9658" Modifications="Name;Soil:User;User" />
-    <DataSource Source="9577" Modifications="Name:User" />
-    <DataSource Source="9578" Modifications="Name;Soil:User;User" />
+    <DataSource Source="9694" Modifications="Name;Soil:User;User" />
+    <DataSource Source="9613" Modifications="Name:User" />
+    <DataSource Source="9614" Modifications="Name;Soil:User;User" />
   </DataSources>
 </DamProjectData>
\ No newline at end of file