Index: DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside1DProfileTest/Actualisatie.damx
===================================================================
diff -u -r6873 -r6908
--- DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside1DProfileTest/Actualisatie.damx	(.../Actualisatie.damx)	(revision 6873)
+++ DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside1DProfileTest/Actualisatie.damx	(.../Actualisatie.damx)	(revision 6908)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="Design" DamDataSourceFileName="C:\Dam\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\StabilityOutside1DProfileTest\Actualisatie.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.6906" MaxCalculationCores="1" Title2="" DateTime="2025-11-28" DrawnBy="" AnnexID="" DamProjectType="Design" DamDataSourceFileName="C:\src\dam\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\StabilityOutside1DProfileTest\Actualisatie.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6906" />
   <Dike Key="2" MapForSoilGeometries2D="" Name="Dijkring" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="1">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SegmentFailureMechanismType="StabilityInside" Probability="0.9">
@@ -10808,8 +10808,8 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
       <Location Key="7299" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-560" NewShoulderBaseSlope="0.3333333333333333" XRd="88218.0469969747" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="448871.23312191793" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK210-560" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="7300" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="RK210-560">
           <Geometry Key="7301" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
@@ -11076,8 +11076,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7530" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="7445" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="7531" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-5.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.651" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.651" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="7299">
             <CalculationResults />
@@ -11309,8 +11309,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7743" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="7668" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="7744" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-5.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.632" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.632" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="7533">
             <CalculationResults />
@@ -11556,8 +11556,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="7970" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="7915" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="7971" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.83" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.632" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.632" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="7746">
             <CalculationResults />
@@ -11815,8 +11815,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8209" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="8151" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="8210" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.177" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.177" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="7973">
             <CalculationResults />
@@ -11950,8 +11950,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8330" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="8272" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="8331" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.201" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.201" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="8212">
             <CalculationResults />
@@ -12243,8 +12243,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8603" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8514" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="8604" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.13" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.13" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="8333">
             <CalculationResults />
@@ -12528,8 +12528,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="8868" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="8779" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="8869" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.19" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.19" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="8606">
             <CalculationResults />
@@ -12801,8 +12801,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9121" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9035" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="9122" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.222" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.222" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="8871">
             <CalculationResults />
@@ -13064,8 +13064,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9364" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="9305" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="9365" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.305" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.305" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="9124">
             <CalculationResults />
@@ -13313,8 +13313,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9593" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9512" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="9594" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.329" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.329" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="9367">
             <CalculationResults />
@@ -13582,8 +13582,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="9842" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="9757" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="9843" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.384" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.384" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="9596">
             <CalculationResults />
@@ -13851,8 +13851,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="10091" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="10006" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="10092" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.412" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.412" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="9845">
             <CalculationResults />
@@ -14094,8 +14094,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="10314" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="10234" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="10315" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.458" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.458" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="10094">
             <CalculationResults />
@@ -14335,8 +14335,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="10535" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="10457" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="10536" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.49" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.49" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="10317">
             <CalculationResults />
@@ -14586,8 +14586,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="10766" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="10710" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="10767" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.193" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.193" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="10538">
             <CalculationResults />
@@ -14837,8 +14837,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="10997" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="10941" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="10998" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.525" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.525" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="10769">
             <CalculationResults />
@@ -15120,8 +15120,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="11260" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="11196" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="11261" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.072" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.072" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="11000">
             <CalculationResults />
@@ -15385,8 +15385,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="11505" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="11426" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="11506" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.072" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.072" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="11263">
             <CalculationResults />
@@ -15650,8 +15650,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="11750" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="11666" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="11751" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.148" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.148" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="11508">
             <CalculationResults />
@@ -15935,8 +15935,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="12015" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="11926" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="12016" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.087" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.087" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="11753">
             <CalculationResults />
@@ -16198,8 +16198,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="12258" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="12199" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="12259" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.134" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.134" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="12018">
             <CalculationResults />
@@ -16483,8 +16483,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="12523" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="12433" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="12524" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.12" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.12" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="12261">
             <CalculationResults />
@@ -16748,8 +16748,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="12768" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="12684" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="12769" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.1" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.1" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="12526">
             <CalculationResults />
@@ -17023,8 +17023,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="13023" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="12961" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="13024" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.111" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.111" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="12771">
             <CalculationResults />
@@ -17556,8 +17556,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="13536" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="13388" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="13537" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.054" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.054" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="13026">
             <CalculationResults />
@@ -17825,8 +17825,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="13785" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="13699" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="13786" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.898" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.898" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="13539">
             <CalculationResults />
@@ -18084,8 +18084,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="14024" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="13966" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="14025" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.992" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.992" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="13788">
             <CalculationResults />
@@ -18329,8 +18329,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="14249" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="14169" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="14250" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.989" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.989" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="14027">
             <CalculationResults />
@@ -18584,8 +18584,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="14484" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="14404" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="14485" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.095" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.095" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="14252">
             <CalculationResults />
@@ -18869,8 +18869,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="14749" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="14659" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="14750" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.175" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.175" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="14487">
             <CalculationResults />
@@ -19136,8 +19136,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="14996" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="14936" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="14997" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.181" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.181" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="14752">
             <CalculationResults />
@@ -19399,8 +19399,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="15239" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="15180" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="15240" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.218" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.218" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="14999">
             <CalculationResults />
@@ -19930,8 +19930,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="15750" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="15624" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="15751" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.018" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.018" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="15242">
             <CalculationResults />
@@ -20469,8 +20469,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="16269" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="16141" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="16270" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.038" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.038" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="15753">
             <CalculationResults />
@@ -20796,8 +20796,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="16576" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="16462" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="16577" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.104" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.104" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="16272">
             <CalculationResults />
@@ -21095,8 +21095,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="16855" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="16754" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="16856" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.135" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.135" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="16579">
             <CalculationResults />
@@ -21446,8 +21446,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="17186" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="17105" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="17187" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.109" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.109" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="16858">
             <CalculationResults />
@@ -21777,8 +21777,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="17497" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="17421" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="17498" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.148" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.148" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="17189">
             <CalculationResults />
@@ -22096,8 +22096,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="17796" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="17723" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="17797" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.201" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.201" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="17500">
             <CalculationResults />
@@ -22461,8 +22461,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="18141" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="18016" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="18142" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.171" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.171" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="17799">
             <CalculationResults />
@@ -22742,8 +22742,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="18402" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="18312" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="18403" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.944" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.944" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="18144">
             <CalculationResults />
@@ -23015,8 +23015,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="18655" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="18569" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="18656" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.178" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.178" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="18405">
             <CalculationResults />
@@ -23262,8 +23262,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="18882" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="18827" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="18883" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.165" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.165" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="18658">
             <CalculationResults />
@@ -23501,8 +23501,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="19101" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="19048" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="19102" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.102" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.102" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="18885">
             <CalculationResults />
@@ -23808,8 +23808,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="19388" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="19318" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="19389" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.068" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.068" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="19104">
             <CalculationResults />
@@ -24095,8 +24095,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="19655" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="19590" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="19656" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.123" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.123" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="19391">
             <CalculationResults />
@@ -24244,8 +24244,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="19790" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="19725" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="19791" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.972" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.972" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="19658">
             <CalculationResults />
@@ -24393,8 +24393,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="19925" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="19860" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="19926" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.021" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.021" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="19793">
             <CalculationResults />
@@ -24772,8 +24772,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="20284" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="20196" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="20285" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.075" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.075" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="19928">
             <CalculationResults />
@@ -25023,8 +25023,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="20515" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="20459" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="20516" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.48" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.48" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="20287">
             <CalculationResults />
@@ -25220,8 +25220,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="20692" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="20637" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="20693" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.457" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.457" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="20518">
             <CalculationResults />
@@ -25725,8 +25725,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="21177" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="21032" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="21178" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.171" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.171" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="20695">
             <CalculationResults />
@@ -25998,8 +25998,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="21430" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="21343" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="21431" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.433" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.433" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="21180">
             <CalculationResults />
@@ -26181,8 +26181,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="21593" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="21554" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="21594" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.4" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.4" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="21433">
             <CalculationResults />
@@ -26400,8 +26400,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="21792" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="21744" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="21793" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.34" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.34" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="21596">
             <CalculationResults />
@@ -26627,8 +26627,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="21999" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="21926" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="22000" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.34" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.34" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="21795">
             <CalculationResults />
@@ -26838,8 +26838,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="22190" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="22144" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="22191" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.277" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.277" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="22002">
             <CalculationResults />
@@ -27033,8 +27033,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="22365" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="22297" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="22366" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.27" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.27" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="22193">
             <CalculationResults />
@@ -27228,8 +27228,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="22546" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="22458" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="22547" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.095" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.095" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="22368">
             <CalculationResults />
@@ -27239,7 +27239,7 @@
         </Scenarios>
       </Location>
     </Locations>
-    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3110, Culture=neutral, PublicKeyToken=null]]">
+    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
       <SurfaceLines RefKey="7418" />
       <SurfaceLines RefKey="7639" />
       <SurfaceLines RefKey="7859" />
@@ -28130,7 +28130,7 @@
       </SurfaceLines>
       <SurfaceLines RefKey="22280" />
     </SurfaceLines2>
-    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3110, Culture=neutral, PublicKeyToken=null]]">
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
       <SoilProfile RefKey="5" />
       <SoilProfile RefKey="129" />
       <SoilProfile RefKey="137" />
@@ -28797,6 +28797,7 @@
       <SoilProfile RefKey="1361" />
       <SoilProfile RefKey="1369" />
     </SoilProfiles>
+    <SoilList RefKey="7414" />
     <DamSoils>
       <DamSoil RefKey="7" />
       <DamSoil RefKey="18" />
@@ -28813,10 +28814,9 @@
       <DamSoil RefKey="1242" />
       <DamSoil RefKey="7415" />
     </DamSoils>
-    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <SoilList RefKey="7414" />
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
   </Dike>
   <DamProjectCalculationSpecification Key="23353" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
@@ -28830,771 +28830,771 @@
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
   <DikeJob type="Deltares.Dam.Data.DikeJob" Key="23358" Run="False" Name="Dijkring" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
       <Job type="Deltares.Dam.Data.LocationJob" Key="23359" Name="RK210-560" Run="False" Subject="7299">
         <WaterLevelTimeSerie Key="23360" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23361">
           <StabilityTimeSerie Key="23362" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23363" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23364" Name="RK210-570" Run="False" Subject="7533">
         <WaterLevelTimeSerie Key="23365" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23366">
           <StabilityTimeSerie Key="23367" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23368" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23369" Name="RK212-50" Run="False" Subject="7746">
         <WaterLevelTimeSerie Key="23370" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23371">
           <StabilityTimeSerie Key="23372" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23373" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23374" Name="RK214-10" Run="False" Subject="7973">
         <WaterLevelTimeSerie Key="23375" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23376">
           <StabilityTimeSerie Key="23377" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23378" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
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         </WaterLevelTimeSerie>
         <LocationResult Key="23601">
           <StabilityTimeSerie Key="23602" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23603" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23604" Name="RK215-780" Run="False" Subject="20287">
         <WaterLevelTimeSerie Key="23605" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23606">
           <StabilityTimeSerie Key="23607" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23608" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23609" Name="RK215-790" Run="False" Subject="20518">
         <WaterLevelTimeSerie Key="23610" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23611">
           <StabilityTimeSerie Key="23612" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23613" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23614" Name="RK215-80" Run="False" Subject="20695">
         <WaterLevelTimeSerie Key="23615" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23616">
           <StabilityTimeSerie Key="23617" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23618" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23619" Name="RK215-800" Run="False" Subject="21180">
         <WaterLevelTimeSerie Key="23620" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23621">
           <StabilityTimeSerie Key="23622" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23623" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23624" Name="RK215-830" Run="False" Subject="21433">
         <WaterLevelTimeSerie Key="23625" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23626">
           <StabilityTimeSerie Key="23627" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23628" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23629" Name="RK215-850" Run="False" Subject="21596">
         <WaterLevelTimeSerie Key="23630" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23631">
           <StabilityTimeSerie Key="23632" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23633" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23634" Name="RK215-860" Run="False" Subject="21795">
         <WaterLevelTimeSerie Key="23635" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23636">
           <StabilityTimeSerie Key="23637" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23638" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23639" Name="RK215-880" Run="False" Subject="22002">
         <WaterLevelTimeSerie Key="23640" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23641">
           <StabilityTimeSerie Key="23642" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23643" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23644" Name="RK215-890" Run="False" Subject="22193">
         <WaterLevelTimeSerie Key="23645" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23646">
           <StabilityTimeSerie Key="23647" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23648" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
       <Job type="Deltares.Dam.Data.LocationJob" Key="23649" Name="RK215-90" Run="False" Subject="22368">
         <WaterLevelTimeSerie Key="23650" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
         <LocationResult Key="23651">
           <StabilityTimeSerie Key="23652" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
           <PipingTimeSerie Key="23653" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
@@ -30171,8 +30171,8 @@
             <SoilProfileProbability Key="24003" SoilProfile="23996" SegmentFailureMechanismType="Piping" Probability="0.4" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24004" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-5.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.651" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.651" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="23654">
             <CalculationResults />
@@ -30184,8 +30184,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24006" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-570" NewShoulderBaseSlope="0.3333333333333333" XRd="88145.33799999952" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="448962.44000000134" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK210-570" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24007" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-5.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.632" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.632" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24006">
             <CalculationResults />
@@ -30197,8 +30197,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24009" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK212-50" NewShoulderBaseSlope="0.3333333333333333" XRd="88157.27030224323" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="448925.91007403797" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK212-50" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24010" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.83" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.632" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.632" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24009">
             <CalculationResults />
@@ -30348,8 +30348,8 @@
             <SoilProfileProbability Key="24095" SoilProfile="24088" SegmentFailureMechanismType="Piping" Probability="61.2" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24096" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.177" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.177" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24012">
             <CalculationResults />
@@ -30361,8 +30361,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24098" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-100" NewShoulderBaseSlope="0.3333333333333333" XRd="86691.35241935667" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449737.1931693401" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-100" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24099" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.201" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.201" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24098">
             <CalculationResults />
@@ -30374,8 +30374,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24101" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-110" NewShoulderBaseSlope="0.3333333333333333" XRd="86748.40300612398" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449770.7943973763" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-110" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24102" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.13" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.13" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24101">
             <CalculationResults />
@@ -30387,8 +30387,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24104" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-120" NewShoulderBaseSlope="0.3333333333333333" XRd="86875.15619229207" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449853.70697638736" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-120" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24105" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.19" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.19" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24104">
             <CalculationResults />
@@ -30400,8 +30400,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24107" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-130" NewShoulderBaseSlope="0.3333333333333333" XRd="86969.16172207273" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449824.48326213646" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-130" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24108" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.222" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.222" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24107">
             <CalculationResults />
@@ -30413,8 +30413,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24110" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-140" NewShoulderBaseSlope="0.3333333333333333" XRd="87118.10000000149" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449747.1229999997" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-140" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24111" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.305" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.305" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24110">
             <CalculationResults />
@@ -30426,8 +30426,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24113" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-150" NewShoulderBaseSlope="0.3333333333333333" XRd="87264.94399999827" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449672.11300000176" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-150" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24114" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.329" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.329" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24113">
             <CalculationResults />
@@ -30439,8 +30439,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24116" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-160" NewShoulderBaseSlope="0.3333333333333333" XRd="87454.0924809922" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449572.4784850107" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-160" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24117" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.384" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.384" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24116">
             <CalculationResults />
@@ -30452,8 +30452,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24119" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-170" NewShoulderBaseSlope="0.3333333333333333" XRd="87494.7044525867" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449545.29678301665" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-170" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24120" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.412" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.412" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24119">
             <CalculationResults />
@@ -30465,8 +30465,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24122" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-180" NewShoulderBaseSlope="0.3333333333333333" XRd="87586.70428745443" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449465.58032123814" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-180" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24123" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.458" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.458" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24122">
             <CalculationResults />
@@ -30478,8 +30478,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24125" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-190" NewShoulderBaseSlope="0.3333333333333333" XRd="87696.57299999893" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449377.21599999815" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-190" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24126" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.49" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.49" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24125">
             <CalculationResults />
@@ -30491,8 +30491,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24128" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-20" NewShoulderBaseSlope="0.3333333333333333" XRd="85977.22613990316" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449249.93000744766" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-20" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24129" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.193" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.193" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24128">
             <CalculationResults />
@@ -30504,8 +30504,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24131" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-200" NewShoulderBaseSlope="0.3333333333333333" XRd="87770.27915357244" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449314.1467022038" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-200" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24132" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.525" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.525" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24131">
             <CalculationResults />
@@ -30517,8 +30517,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24134" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-30" NewShoulderBaseSlope="0.3333333333333333" XRd="86109.38573889682" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449335.6827239278" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-30" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24135" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.072" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.072" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24134">
             <CalculationResults />
@@ -30530,8 +30530,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24137" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-40" NewShoulderBaseSlope="0.3333333333333333" XRd="86112.97993821293" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449338.3409096062" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-40" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24138" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.072" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.072" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24137">
             <CalculationResults />
@@ -30543,8 +30543,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24140" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-50" NewShoulderBaseSlope="0.3333333333333333" XRd="86586.1738277212" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449662.0174179839" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-50" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24141" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.148" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.148" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24140">
             <CalculationResults />
@@ -30556,8 +30556,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24143" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-60" NewShoulderBaseSlope="0.3333333333333333" XRd="86367.88578657765" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449509.62176523113" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-60" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24144" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.087" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.087" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24143">
             <CalculationResults />
@@ -30569,8 +30569,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24146" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-70" NewShoulderBaseSlope="0.3333333333333333" XRd="86466.2900410535" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449577.90137634886" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-70" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24147" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.134" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.134" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24146">
             <CalculationResults />
@@ -30582,8 +30582,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24149" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-80" NewShoulderBaseSlope="0.3333333333333333" XRd="86520.46658369452" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449609.84156819433" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-80" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24150" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.95" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.12" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.12" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24149">
             <CalculationResults />
@@ -30595,8 +30595,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24152" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK214-90" NewShoulderBaseSlope="0.3333333333333333" XRd="86260.33322827044" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449441.89481155114" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK214-90" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24153" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.52" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.1" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.1" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24152">
             <CalculationResults />
@@ -30992,8 +30992,8 @@
             <SoilProfileProbability Key="24411" SoilProfile="24403" SegmentFailureMechanismType="Piping" Probability="0.75" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24412" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.111" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.111" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24155">
             <CalculationResults />
@@ -31125,8 +31125,8 @@
             <SoilProfileProbability Key="24491" SoilProfile="24484" SegmentFailureMechanismType="Piping" Probability="61.2" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24492" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.054" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.054" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24414">
             <CalculationResults />
@@ -31138,8 +31138,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24494" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1010" NewShoulderBaseSlope="0.3333333333333333" XRd="86483.24989639703" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="450532.5725092132" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1010" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24495" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.898" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.898" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24494">
             <CalculationResults />
@@ -31151,8 +31151,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24497" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1020" NewShoulderBaseSlope="0.3333333333333333" XRd="86495.48918567513" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="450412.50403455965" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1020" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24498" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.992" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.992" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24497">
             <CalculationResults />
@@ -31164,8 +31164,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24500" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1030" NewShoulderBaseSlope="0.3333333333333333" XRd="86590.385559833" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="450276.36269943276" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1030" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24501" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.989" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.989" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24500">
             <CalculationResults />
@@ -31177,8 +31177,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24503" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1060" NewShoulderBaseSlope="0.3333333333333333" XRd="86755.09942181577" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="450033.22677123226" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1060" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24504" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.095" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.095" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24503">
             <CalculationResults />
@@ -31190,8 +31190,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24506" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1070" NewShoulderBaseSlope="0.3333333333333333" XRd="86801.49687530208" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449961.9033959965" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1070" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24507" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.175" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.175" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24506">
             <CalculationResults />
@@ -31203,8 +31203,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24509" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1080" NewShoulderBaseSlope="0.3333333333333333" XRd="86827.24247993344" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449927.8185658022" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1080" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24510" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.181" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.181" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24509">
             <CalculationResults />
@@ -31216,8 +31216,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24512" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-1090" NewShoulderBaseSlope="0.3333333333333333" XRd="86950.30700000003" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449852.26000000164" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-1090" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24513" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.218" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.218" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24512">
             <CalculationResults />
@@ -31229,8 +31229,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24515" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-110" NewShoulderBaseSlope="0.3333333333333333" XRd="86004.26653859302" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449354.2892484785" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-110" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24516" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.018" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.018" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24515">
             <CalculationResults />
@@ -31242,8 +31242,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24518" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-120" NewShoulderBaseSlope="0.3333333333333333" XRd="86036.00461964586" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449377.4973587608" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-120" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24519" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.038" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.038" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24518">
             <CalculationResults />
@@ -31255,8 +31255,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24521" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-130" NewShoulderBaseSlope="0.3333333333333333" XRd="86190.55042402595" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449452.8219804884" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-130" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24522" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.137" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.137" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24521">
             <CalculationResults />
@@ -31268,8 +31268,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24524" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-140" NewShoulderBaseSlope="0.3333333333333333" XRd="86254.32764879547" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449458.33055578265" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-140" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24525" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.104" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.104" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24524">
             <CalculationResults />
@@ -31281,8 +31281,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24527" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-150" NewShoulderBaseSlope="0.3333333333333333" XRd="86293.87028392598" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449484.03695973963" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-150" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24528" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.135" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.135" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24527">
             <CalculationResults />
@@ -31294,8 +31294,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24530" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-160" NewShoulderBaseSlope="0.3333333333333333" XRd="86494.44693644329" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449616.7736167901" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-160" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24531" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.109" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.109" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24530">
             <CalculationResults />
@@ -31307,8 +31307,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24533" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-170" NewShoulderBaseSlope="0.3333333333333333" XRd="86576.78751143333" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449676.3118221937" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-170" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24534" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.148" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.148" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24533">
             <CalculationResults />
@@ -31320,8 +31320,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24536" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-180" NewShoulderBaseSlope="0.3333333333333333" XRd="86682.13301131444" NewDepthDitch="1" Segment="24013" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="9" StabilityZoneType="NoZones" YRd="449750.20991001563" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-180" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24537" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.201" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.201" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24536">
             <CalculationResults />
@@ -31333,8 +31333,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24539" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-190" NewShoulderBaseSlope="0.3333333333333333" XRd="86825.05941558113" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449852.08503347274" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-190" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24540" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.171" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.171" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24539">
             <CalculationResults />
@@ -31346,8 +31346,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24542" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-20" NewShoulderBaseSlope="0.3333333333333333" XRd="85249.16066509744" NewDepthDitch="1" Segment="24156" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="14" StabilityZoneType="NoZones" YRd="448844.41110014555" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-20" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24543" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.944" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.944" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24542">
             <CalculationResults />
@@ -31359,8 +31359,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24545" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-200" NewShoulderBaseSlope="0.3333333333333333" XRd="86825.07299999893" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449902.6730000004" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-200" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24546" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.178" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.178" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24545">
             <CalculationResults />
@@ -31372,8 +31372,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24548" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-210" NewShoulderBaseSlope="0.3333333333333333" XRd="86774.24897407593" NewDepthDitch="1" Segment="23655" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="1" StabilityZoneType="NoZones" YRd="449972.7150447763" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-210" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24549" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.165" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.165" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24548">
             <CalculationResults />
@@ -31385,8 +31385,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24551" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-220" NewShoulderBaseSlope="0.3333333333333333" XRd="86694.73834463292" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="450103.4224272269" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-220" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24552" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.102" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.102" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24551">
             <CalculationResults />
@@ -31398,8 +31398,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24554" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-30" NewShoulderBaseSlope="0.3333333333333333" XRd="85361.39775887021" NewDepthDitch="1" Segment="24156" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="14" StabilityZoneType="NoZones" YRd="448921.34089665615" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-30" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24555" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.068" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.068" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24554">
             <CalculationResults />
@@ -31411,8 +31411,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24557" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-40" NewShoulderBaseSlope="0.3333333333333333" XRd="85413.33074784871" NewDepthDitch="1" Segment="24156" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="14" StabilityZoneType="NoZones" YRd="448951.8535729341" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-40" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24558" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.123" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.123" PlLineOffsetBelowDikeTopAtRiver="-0.25" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.25" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24557">
             <CalculationResults />
@@ -31424,8 +31424,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24560" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-40" NewShoulderBaseSlope="0.3333333333333333" XRd="85535.47848971866" NewDepthDitch="1" Segment="24156" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="14" StabilityZoneType="NoZones" YRd="449025.10054985725" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-50" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24561" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-2.972" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-2.972" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24560">
             <CalculationResults />
@@ -31437,8 +31437,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24563" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-40" NewShoulderBaseSlope="0.3333333333333333" XRd="85583.51526961883" NewDepthDitch="1" Segment="24156" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="14" StabilityZoneType="NoZones" YRd="449050.17463765177" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-60" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24564" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.07" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.021" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.021" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24563">
             <CalculationResults />
@@ -31450,8 +31450,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24566" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-70" NewShoulderBaseSlope="0.3333333333333333" XRd="85638.47199999914" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449093.46400000155" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-70" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24567" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.075" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.075" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24566">
             <CalculationResults />
@@ -31463,8 +31463,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24569" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-70" NewShoulderBaseSlope="0.3333333333333333" XRd="85818.29560858571" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449227.6293319567" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-90" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24570" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.095" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.095" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24569">
             <CalculationResults />
@@ -31507,8 +31507,8 @@
             <SoilProfileProbability Key="24590" SoilProfile="24584" SegmentFailureMechanismType="Piping" Probability="85" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24591" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.48" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.48" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24572">
             <CalculationResults />
@@ -31520,8 +31520,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24593" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-790" NewShoulderBaseSlope="0.3333333333333333" XRd="87877.71299999952" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450563.94999999925" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-790" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24594" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.457" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.457" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24593">
             <CalculationResults />
@@ -31533,8 +31533,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24596" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-80" NewShoulderBaseSlope="0.3333333333333333" XRd="85723.64565568304" NewDepthDitch="1" Segment="24415" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449159.8830757243" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-80" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24597" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.45" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.171" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.171" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24596">
             <CalculationResults />
@@ -31546,8 +31546,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24599" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-800" NewShoulderBaseSlope="0.3333333333333333" XRd="87809.77851347937" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450512.08118218736" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-800" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24600" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.433" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.433" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24599">
             <CalculationResults />
@@ -31559,8 +31559,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24602" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-830" NewShoulderBaseSlope="0.3333333333333333" XRd="87721.25400000066" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450314.625" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-830" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24603" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.4" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.4" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24602">
             <CalculationResults />
@@ -31572,8 +31572,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24605" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-850" NewShoulderBaseSlope="0.3333333333333333" XRd="87505.80891576895" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450302.65889705205" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-850" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24606" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.34" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.34" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24605">
             <CalculationResults />
@@ -31585,8 +31585,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24608" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-860" NewShoulderBaseSlope="0.3333333333333333" XRd="87502.17616854074" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450305.6799693585" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-860" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24609" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.34" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.34" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24608">
             <CalculationResults />
@@ -31598,8 +31598,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24611" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-880" NewShoulderBaseSlope="0.3333333333333333" XRd="87275.94304307035" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450452.3698824463" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-880" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24612" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.277" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.277" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24611">
             <CalculationResults />
@@ -31611,8 +31611,8 @@
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24614" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-890" NewShoulderBaseSlope="0.3333333333333333" XRd="87254.12619834718" NewDepthDitch="1" Segment="24573" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="7" StabilityZoneType="NoZones" YRd="450465.9044223075" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-890" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="24615" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.75" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.27" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.27" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="24614">
             <CalculationResults />
@@ -31624,8 +31624,8 @@
     </DataSource>
     <DataSource Modifications="Name;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="24617" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" NewShoulderBaseSlope="0.3333333333333333" XRd="86754.95821761862" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" StabilityZoneType="NoZones" YRd="450820.8831826194" DikeEmbankmentMaterial="" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-960" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios />
       </Source>
     </DataSource>
@@ -53381,8 +53381,8 @@
     <DataSource Source="15753" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Name;Description;DikeRingId;SurfaceLineId;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
       <Source type="Deltares.Dam.Data.Location" Key="30454" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK215-130" NewShoulderBaseSlope="0.3333333333333333" XRd="86190.55042402595" NewDepthDitch="1" Segment="1224" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" SoilList="7414" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="8" StabilityZoneType="NoZones" YRd="449452.8219804884" DikeEmbankmentMaterial="DUMMY" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="970750" NewShoulderTopSlope="0.05" Description="" Name="RK215-130" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="DUMMY" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="30455" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.65" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-99" HeadPl4="-3.137" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="-0.2" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-3.137" PlLineOffsetBelowDikeTopAtRiver="-0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="-0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="-0.2" Location="30454">
             <CalculationResults />
@@ -53524,8 +53524,8 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="30556" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="30507" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios />
       </Source>
     </DataSource>
Index: DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside2DFromStixTest/BishopOutside.damx
===================================================================
diff -u -r6873 -r6908
--- DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside2DFromStixTest/BishopOutside.damx	(.../BishopOutside.damx)	(revision 6873)
+++ DamClients/DamUI/trunk/src/Dam/Deltares.Dam.IntegrationTests/TestData/StabilityOutside2DFromStixTest/BishopOutside.damx	(.../BishopOutside.damx)	(revision 6908)
@@ -1,16 +1,16 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="Design" DamDataSourceFileName="C:\Dam\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\StabilityOutside2DFromStixTest\BishopOutside.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.6906" MaxCalculationCores="1" Title2="" DateTime="2025-11-28" DrawnBy="" AnnexID="" DamProjectType="Design" DamDataSourceFileName="C:\src\dam\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\StabilityOutside2DFromStixTest\BishopOutside.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6906" />
   <Dike Key="2" MapForSoilGeometries2D="BishopOutside.geometries2D\" Name="Dijkring" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="DWP_1">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="DWP_1.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
       <Location Key="5" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="3" UseNewDikeSlopeOutside="False" SurfaceLineId="DWP_1" NewShoulderBaseSlope="0.333" XRd="99718" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="DWP_1" StabilityZoneType="NoZones" YRd="437106" DikeEmbankmentMaterial="dijksmateriaal_klei" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="1" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-8.42" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="DWP_1" XRdDikeLine="0" MinimalCircleDepth="1.5" DampingFactorPL3="0" MapForSoilGeometries2D="BishopOutside.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="bermmateriaal_klei" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="6" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="DWP_1">
           <Geometry Key="7" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
@@ -2343,31 +2343,22 @@
             <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="941" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="891" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </SurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="942" CalculationResult="Succeeded" LocationScenarioID="1" RiverLevel="4.4" RiverLevelLow="0.63" 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="5">
-            <CalculationResults>
-              <CalculationResult Key="943" DikeToeAtPolderYrd="0" CurrentDikeToeAtPolderZ="2.89" DikeToeAtRiverZrd="0.63" DikeLength="36.150000000000006" Scenario="942" PipingProfileProbability="" Wti2017EffectiveStress="" Wti2017BackwardErosionHcritical="" RequiredSafetyFactorPiping="1.2" DikeTopAtPolderXrd="50.59" DikeTableHeight="4.9" ActiveCenterPointRadius="22.121666667" Pl3LocalLocationXMinUplift="" SoilGeometry2DName="DWP_1.stix" AnalysisType="NoAdaption" StabilityProfileProbability="100" LocalPipingExitPointX="" ScenarioIndex="0" Notes="" StabilityToeAtPolderX="60.760000000000005" Wti2017UpliftDeltaPhiC="" Wti2017HeaveHcritical="" RequiredSafetyFactorStabilityInnerSlope="1.17" DikeToeAtRiverXrd="24.61" RiverLevel="4.4" DikeTopAtRiverYrd="0" PipingToeAtPolderZ="2.89" DikeTopAtPolderZrd="5.36" ScenarioName="1" ActiveCenterPointX="24.36875" Pl3MinUplift="" PassiveCenterPointZ="" CurrentDikeHeight="5.24" CurrentDikeToeAtPolderX="60.76" NumberOfIterations="0" LocationScenarioCount="1" CalculationSubDir="C:\Dam\DamClients\DamUI\trunk\src\Dam\Deltares.Dam.IntegrationTests\TestData\StabilityOutside2DFromStixTest\BishopOutside.Calc\Stability\Bishop" CurrentDikeLength="36.15" CalculationResult="Succeeded" Wti2017UpliftHcritical="" StabilityToeAtPolderZ="2.89" Wti2017BackwardErosionDeltaPhiReduced="" Wti2017HcriticalOverall="" StabilitySafetyFactor="1.5650289666339992" Wti2017Gradient="" Wti2017CCreep="" RequiredSafetyFactorStabilityOuterSlope="1.17" DikeToeAtRiverYrd="0" DikeTopAtRiverXrd="46.42" PipingToeAtPolderX="60.760000000000005" DikeTopAtRiverZrd="5.24" RiverLevelLow="0.63" DikeTopAtPolderYrd="0" PipingShoulderHeight="" DikeToeAtPolderXrd="60.760000000000005" DikeToeAtPolderZrd="2.89" IsUplift="False" ActiveCenterPointZ="18.621666667" SlopeDampingPiezometricHeightPolderSide="0" PassiveCenterPointX="" Pl3HeadAdjusted="" PassiveCenterPointRadius="" LocationName="DWP_1" DikeName="Dijkring" ResultMessage="" StabilityShoulderHeight="" Wti2017BackwardErosionDeltaPhiC="" Pl4MinUplift="" Pl4HeadAdjusted="" StabilityModel="Bishop" Pl4LocalLocationXMinUplift="" UpliftFactor="" HeaveFactor="" BlighPipingFactor="" BlighHCritical="" SeepageLength="" Wti2017BackwardErosionSafetyFactor="" BaseFileName="Loc(DWP_1)_Sce(1)_Pro(DWP_1_stix)" Wti2017UpliftSafetyFactor="" ResultEvaluation="NotEvaluated" Wti2017HeaveSafetyFactor="" Wti2017SafetyFactorOverall="">
-                <DamFailureMechanismeCalculation Key="944" FailureMechanismSystemType="StabilityOutside" PipingModelType="Wti2017" StabilityModelType="Bishop">
-                  <StabilityParameters Key="945" IsStabilityCheckOnUplift="False">
-                    <MStabParameters Key="946" Model="Bishop" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-                      <SlipCircleDefinition Key="947" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
-                    </MStabParameters>
-                  </StabilityParameters>
-                </DamFailureMechanismeCalculation>
-              </CalculationResult>
-            </CalculationResults>
+          <Scenario Key="942" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="4.4" RiverLevelLow="0.63" 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="5">
+            <CalculationResults />
             <Errors />
-            <ModelFactors Key="948" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="943" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Location>
     </Locations>
-    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3110, Culture=neutral, PublicKeyToken=null]]">
+    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
       <SurfaceLines RefKey="869" />
     </SurfaceLines2>
-    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3110, Culture=neutral, PublicKeyToken=null]]" />
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]" />
+    <SoilList RefKey="80" />
     <DamSoils>
       <DamSoil RefKey="81" />
       <DamSoil RefKey="85" />
@@ -2567,4883 +2558,4887 @@
       <DamSoil RefKey="861" />
       <DamSoil RefKey="865" />
     </DamSoils>
-    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
-      <Aquifer Key="949" StixFileName="DWP_1.stix" LayerName="L 1" />
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+      <Aquifer Key="944" StixFileName="DWP_1.stix" LayerName="L 1" />
     </Aquifers>
-    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-    <SoilList RefKey="80" />
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
   </Dike>
-  <DamProjectCalculationSpecification Key="950" AnalysisType="NoAdaption">
+  <DamProjectCalculationSpecification Key="945" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="951" FailureMechanismSystemType="StabilityOutside" PipingModelType="Wti2017" StabilityModelType="Bishop">
-        <StabilityParameters Key="952" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="953" Model="Bishop" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="954" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="951" />
+      <DamCalculationSpecification Key="946" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="947" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="948" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="949" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="946" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="955" Run="True" Name="Dijkring" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.LocationJob" Key="956" Name="DWP_1" Run="True" Subject="5">
-        <WaterLevelTimeSerie Key="957" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="950" Run="False" Name="Dijkring" Subject="2">
+    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="951" Name="DWP_1" Run="False" Subject="5">
+        <WaterLevelTimeSerie Key="952" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
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+        <LocationResult Key="953">
+          <StabilityTimeSerie Key="954" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
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-          <PipingTimeSerie Key="960" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="955" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
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-        <Segment Key="962" Name="DWP_1">
+      <Source type="Deltares.Dam.Data.Location" Key="956" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="3" UseNewDikeSlopeOutside="False" SurfaceLineId="DWP_1" NewShoulderBaseSlope="0.333" XRd="99718" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="DWP_1" StabilityZoneType="NoZones" YRd="437106" DikeEmbankmentMaterial="dijksmateriaal_klei" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="1" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-8.42" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="DWP_1" XRdDikeLine="0" MinimalCircleDepth="1.5" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="bermmateriaal_klei" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="957" Name="DWP_1">
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-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
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@@ -7473,61 +7468,20 @@
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 </DamProjectData>
\ No newline at end of file