Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/PipingWti/DAMLive.damx
===================================================================
diff -u -r6828 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/PipingWti/DAMLive.damx	(.../DAMLive.damx)	(revision 6828)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/PipingWti/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
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-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\PipingWti\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <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]]">
       <Segment Key="3" Name="Purmer_PU0110+20">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SegmentFailureMechanismType="Piping" Probability="100">
@@ -165,4398 +165,4360 @@
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="312" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="313" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="314" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="315" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="316" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="27.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="317" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="318" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="319" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="320" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="321" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="322" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="323" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="324" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="325" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="326" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="327" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="328" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="329" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="330" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="331" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="332" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="333" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="334" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="335" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="336" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="337" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="338" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="339" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="340" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="341" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="342" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="343" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="344" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="345" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="346" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="347" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="348" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="349" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="350" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="351" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="352" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="353" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="354" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="355" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="356" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="357" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="358" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="359" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="360" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="361" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="362" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="363" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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+              <SuTable Key="310" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="311" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="312" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="313" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="314" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="315" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="27.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="316" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="317" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="318" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="319" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="320" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="321" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="322" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="323" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="324" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="325" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="326" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="327" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="328" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="329" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="330" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="331" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="332" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="333" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="334" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="335" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="336" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="337" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="338" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="339" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="340" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="341" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="342" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="343" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="344" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="345" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="346" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="347" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="348" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="349" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="350" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="351" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="352" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="353" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="354" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="355" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="356" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="357" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="358" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="359" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="360" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="361" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="362" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            <CalculationResults />
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+      </Location>
+    </Locations>
+    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="379" />
+      <SurfaceLines RefKey="1395" />
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SoilProfile RefKey="31" />
+      <SoilProfile RefKey="63" />
+      <SoilProfile RefKey="5" />
+      <SoilProfile RefKey="38" />
+    </SoilProfiles>
+    <DamSoils>
+      <DamSoil RefKey="7" />
+      <DamSoil RefKey="12" />
+      <DamSoil RefKey="17" />
+      <DamSoil RefKey="22" />
+      <DamSoil RefKey="40" />
+      <DamSoil RefKey="45" />
+      <DamSoil RefKey="50" />
+      <DamSoil RefKey="55" />
+      <DamSoil RefKey="283" />
+      <DamSoil RefKey="287" />
+      <DamSoil RefKey="291" />
+      <DamSoil RefKey="295" />
+      <DamSoil RefKey="299" />
+      <DamSoil RefKey="303" />
+      <DamSoil RefKey="307" />
+      <DamSoil RefKey="311" />
+      <DamSoil RefKey="315" />
+      <DamSoil RefKey="319" />
+      <DamSoil RefKey="323" />
+      <DamSoil RefKey="327" />
+      <DamSoil RefKey="331" />
+      <DamSoil RefKey="335" />
+      <DamSoil RefKey="339" />
+      <DamSoil RefKey="343" />
+      <DamSoil RefKey="347" />
+      <DamSoil RefKey="351" />
+      <DamSoil RefKey="355" />
+      <DamSoil RefKey="359" />
+      <DamSoil RefKey="363" />
+      <DamSoil RefKey="367" />
+      <DamSoil RefKey="371" />
+      <DamSoil RefKey="375" />
+    </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="282" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="1985" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="1987" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="1988" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="1989" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="1990" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="1986" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="1987" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="1988" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="1989" 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="1986" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="1991" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="1992" Run="False" Name="De Purmer" Subject="68">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1993" Name="Purmer_PU0042+00_K" Run="False" Subject="69">
-            <WaterLevelTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="1995">
-              <StabilityTimeSerie Key="1996" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1998" Name="Purmer_PU0042+00_K_V" Run="False" Subject="603">
-            <WaterLevelTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2000">
-              <StabilityTimeSerie Key="2001" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2003" Name="Purmer_PU0042+00_R" Run="False" Subject="820">
-            <WaterLevelTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2005">
-              <StabilityTimeSerie Key="2006" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2008" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1037">
-            <WaterLevelTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2010">
-              <StabilityTimeSerie Key="2011" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2013" Name="Purmer_PU0110+20_K" Run="False" Subject="1254">
-            <WaterLevelTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2015">
-              <StabilityTimeSerie Key="2016" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2018" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1548">
-            <WaterLevelTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2020">
-              <StabilityTimeSerie Key="2021" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2023" Name="Purmer_PU0110+20_R" Run="False" Subject="1694">
-            <WaterLevelTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2025">
-              <StabilityTimeSerie Key="2026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2028" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1840">
-            <WaterLevelTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2030">
-              <StabilityTimeSerie Key="2031" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2032" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="1990" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1991" Name="Purmer_PU0042+00_K" Run="False" Subject="68">
+        <WaterLevelTimeSerie Key="1992" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1993">
+          <StabilityTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="1995" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1996" Name="Purmer_PU0042+00_K_V" Run="False" Subject="602">
+        <WaterLevelTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1998">
+          <StabilityTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2000" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2001" Name="Purmer_PU0042+00_R" Run="False" Subject="819">
+        <WaterLevelTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2003">
+          <StabilityTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2005" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2006" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1036">
+        <WaterLevelTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2008">
+          <StabilityTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2010" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2011" Name="Purmer_PU0110+20_K" Run="False" Subject="1253">
+        <WaterLevelTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2013">
+          <StabilityTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2015" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2016" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1547">
+        <WaterLevelTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2018">
+          <StabilityTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2020" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2021" Name="Purmer_PU0110+20_R" Run="False" Subject="1693">
+        <WaterLevelTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2023">
+          <StabilityTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2026" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1839">
+        <WaterLevelTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2028">
+          <StabilityTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="2033">
-    <Sensors>
-      <Sensor RefKey="594" />
-      <Sensor RefKey="595" />
-      <Sensor RefKey="596" />
-      <Sensor RefKey="597" />
-      <Sensor RefKey="598" />
-      <Sensor RefKey="599" />
-      <Sensor RefKey="600" />
-      <Sensor RefKey="1539" />
-      <Sensor RefKey="1540" />
-      <Sensor RefKey="1541" />
-      <Sensor RefKey="1542" />
-      <Sensor RefKey="1543" />
-      <Sensor RefKey="1544" />
-      <Sensor RefKey="1545" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="593" />
-      <SensorGroup RefKey="1538" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="592" />
-      <SensorLocation RefKey="816" />
-      <SensorLocation RefKey="1033" />
-      <SensorLocation RefKey="1250" />
-      <SensorLocation RefKey="1537" />
-      <SensorLocation RefKey="1690" />
-      <SensorLocation RefKey="1836" />
-      <SensorLocation RefKey="1982" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2034" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2035" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2031" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2032" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2036" SegmentFailureMechanismType="Piping" Probability="100">
-              <SoilProfile Key="2037" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
+            <SoilProfileProbability Key="2033" SegmentFailureMechanismType="Piping" Probability="100">
+              <SoilProfile Key="2034" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
                 <Layers>
-                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2040" Description="" Name="">
+                  <Layer Key="2035" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2036" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2037" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2043" Description="" Name="">
+                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2040" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2046" Description="" Name="">
+                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2043" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2048" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2049" Description="" Name="">
+                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2046" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2050" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2051" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2048" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2034">
+          <Scenario Key="2049" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2031">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2050" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2035" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2051" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2032" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2055" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
+          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2051">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2056" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2057" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2058" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2055" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2059" SegmentFailureMechanismType="Piping" Probability="100">
-              <SoilProfile Key="2060" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
+            <SoilProfileProbability Key="2056" SegmentFailureMechanismType="Piping" Probability="100">
+              <SoilProfile Key="2057" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
                 <Layers>
-                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2063" Description="" Name="">
+                  <Layer Key="2058" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2059" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2060" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2066" Description="" Name="">
+                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2063" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2069" Description="" Name="">
+                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2066" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2071" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2072" Description="" Name="">
+                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2069" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2073" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2074" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2071" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2057">
+          <Scenario Key="2072" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2073" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2058" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2074" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2055" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2078" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
+          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2074">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2079" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2080" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2081" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2078" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2082" SegmentFailureMechanismType="Piping" Probability="100">
-              <SoilProfile Key="2083" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
+            <SoilProfileProbability Key="2079" SegmentFailureMechanismType="Piping" Probability="100">
+              <SoilProfile Key="2080" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
                 <Layers>
-                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2085" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2086" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2087" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2081" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2036" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2082" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2083" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2080">
+          <Scenario Key="2085" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2086" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2081" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2087" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2078" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
+          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2087">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2092" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2093" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2094" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2091" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2095" SegmentFailureMechanismType="Piping" Probability="100">
-              <SoilProfile Key="2096" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
+            <SoilProfileProbability Key="2092" SegmentFailureMechanismType="Piping" Probability="100">
+              <SoilProfile Key="2093" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
                 <Layers>
-                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2098" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2099" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2100" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2094" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2059" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2095" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2096" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2101" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2093">
+          <Scenario Key="2098" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2102" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2099" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2103" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2094" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2100" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2091" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2104" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2103">
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+    <SensorGroups>
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+    <SensorLocations>
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\ No newline at end of file
Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideBishopGrid/DAMLive.damx
===================================================================
diff -u -r6828 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideBishopGrid/DAMLive.damx	(.../DAMLive.damx)	(revision 6828)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideBishopGrid/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
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-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6825" />
-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\StabilityInsideBishopGrid\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="" Name="Dijkring" Description="">
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="316" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="27.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="317" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="318" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="319" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="320" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="321" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="322" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="323" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="324" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="325" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="326" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="327" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="328" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="329" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="330" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="331" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="332" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="333" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="334" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="335" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="336" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="337" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="338" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="339" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="340" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="341" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="342" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="343" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="344" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="345" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="346" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="347" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="348" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="349" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="350" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="351" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="352" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="353" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="354" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="355" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="356" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="357" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="358" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="359" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="360" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="361" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="362" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="363" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="364" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="365" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="366" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="367" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="317" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="318" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="319" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="320" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="321" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="322" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="323" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="324" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="325" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="326" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="327" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="328" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="329" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="330" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="331" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="332" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="333" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="334" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="335" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="336" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="337" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="338" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="339" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="340" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="341" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="342" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="343" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="344" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="345" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="346" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="347" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="348" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="349" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="350" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="351" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="352" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="353" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="354" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="355" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="356" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="357" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="358" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="359" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="360" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="361" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="362" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="363" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="364" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="365" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="366" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="367" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="368" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="369" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="370" Description="" NumberOfTest="0" Name="">
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+            <CalculationResults />
+            <Errors />
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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]]" />
+        <Scenarios>
+          <Scenario Key="1983" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="1839">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="1984" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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+        </Scenarios>
+      </Location>
+    </Locations>
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+      <SurfaceLines RefKey="1395" />
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+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SoilProfile RefKey="31" />
+      <SoilProfile RefKey="63" />
+      <SoilProfile RefKey="5" />
+      <SoilProfile RefKey="38" />
+    </SoilProfiles>
+    <DamSoils>
+      <DamSoil RefKey="7" />
+      <DamSoil RefKey="12" />
+      <DamSoil RefKey="17" />
+      <DamSoil RefKey="22" />
+      <DamSoil RefKey="40" />
+      <DamSoil RefKey="45" />
+      <DamSoil RefKey="50" />
+      <DamSoil RefKey="55" />
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+      <DamSoil RefKey="343" />
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+      <DamSoil RefKey="359" />
+      <DamSoil RefKey="363" />
+      <DamSoil RefKey="367" />
+      <DamSoil RefKey="371" />
+      <DamSoil RefKey="375" />
+    </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="282" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="1985" AnalysisType="NoAdaption">
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-      <DamCalculationSpecification Key="1987" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="1988" IsStabilityCheckOnUplift="False">
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-            <SlipCircleDefinition Key="1990" 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="1987" />
+      <DamCalculationSpecification Key="1986" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="1987" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="1988" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="1989" 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="1986" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="1991" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="1992" Run="False" Name="De Purmer" Subject="68">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1993" Name="Purmer_PU0042+00_K" Run="False" Subject="69">
-            <WaterLevelTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="1995">
-              <StabilityTimeSerie Key="1996" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1998" Name="Purmer_PU0042+00_K_V" Run="False" Subject="603">
-            <WaterLevelTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2000">
-              <StabilityTimeSerie Key="2001" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2003" Name="Purmer_PU0042+00_R" Run="False" Subject="820">
-            <WaterLevelTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2005">
-              <StabilityTimeSerie Key="2006" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2008" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1037">
-            <WaterLevelTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2010">
-              <StabilityTimeSerie Key="2011" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2013" Name="Purmer_PU0110+20_K" Run="False" Subject="1254">
-            <WaterLevelTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2015">
-              <StabilityTimeSerie Key="2016" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2018" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1548">
-            <WaterLevelTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2020">
-              <StabilityTimeSerie Key="2021" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2023" Name="Purmer_PU0110+20_R" Run="False" Subject="1694">
-            <WaterLevelTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2025">
-              <StabilityTimeSerie Key="2026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2028" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1840">
-            <WaterLevelTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2030">
-              <StabilityTimeSerie Key="2031" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2032" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="1990" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1991" Name="Purmer_PU0042+00_K" Run="False" Subject="68">
+        <WaterLevelTimeSerie Key="1992" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1993">
+          <StabilityTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="1995" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1996" Name="Purmer_PU0042+00_K_V" Run="False" Subject="602">
+        <WaterLevelTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1998">
+          <StabilityTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2000" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2001" Name="Purmer_PU0042+00_R" Run="False" Subject="819">
+        <WaterLevelTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2003">
+          <StabilityTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2005" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2006" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1036">
+        <WaterLevelTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2008">
+          <StabilityTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2010" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2011" Name="Purmer_PU0110+20_K" Run="False" Subject="1253">
+        <WaterLevelTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2013">
+          <StabilityTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2015" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2016" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1547">
+        <WaterLevelTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2018">
+          <StabilityTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2020" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2021" Name="Purmer_PU0110+20_R" Run="False" Subject="1693">
+        <WaterLevelTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2023">
+          <StabilityTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2026" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1839">
+        <WaterLevelTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2028">
+          <StabilityTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="2033">
-    <Sensors>
-      <Sensor RefKey="594" />
-      <Sensor RefKey="595" />
-      <Sensor RefKey="596" />
-      <Sensor RefKey="597" />
-      <Sensor RefKey="598" />
-      <Sensor RefKey="599" />
-      <Sensor RefKey="600" />
-      <Sensor RefKey="1539" />
-      <Sensor RefKey="1540" />
-      <Sensor RefKey="1541" />
-      <Sensor RefKey="1542" />
-      <Sensor RefKey="1543" />
-      <Sensor RefKey="1544" />
-      <Sensor RefKey="1545" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="593" />
-      <SensorGroup RefKey="1538" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="592" />
-      <SensorLocation RefKey="816" />
-      <SensorLocation RefKey="1033" />
-      <SensorLocation RefKey="1250" />
-      <SensorLocation RefKey="1537" />
-      <SensorLocation RefKey="1690" />
-      <SensorLocation RefKey="1836" />
-      <SensorLocation RefKey="1982" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2034" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2035" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2031" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2032" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2036" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2037" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
+            <SoilProfileProbability Key="2033" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2034" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
                 <Layers>
-                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2040" Description="" Name="">
+                  <Layer Key="2035" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2036" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2037" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2043" Description="" Name="">
+                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2040" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2046" Description="" Name="">
+                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2043" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2048" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2049" Description="" Name="">
+                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2046" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2050" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2051" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2048" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2034">
+          <Scenario Key="2049" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2031">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2050" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2035" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2051" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2032" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2055" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
+          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2051">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2056" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2057" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2058" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2055" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2059" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2060" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
+            <SoilProfileProbability Key="2056" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2057" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
                 <Layers>
-                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2063" Description="" Name="">
+                  <Layer Key="2058" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2059" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2060" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2066" Description="" Name="">
+                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2063" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2069" Description="" Name="">
+                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2066" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2071" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2072" Description="" Name="">
+                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2069" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2073" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2074" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2071" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2057">
+          <Scenario Key="2072" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2073" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2058" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2074" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2055" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2078" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
+          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2074">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2079" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2080" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2081" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2078" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2082" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2083" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
+            <SoilProfileProbability Key="2079" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2080" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
                 <Layers>
-                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2085" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2086" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2087" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2081" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2036" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2082" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2083" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2080">
+          <Scenario Key="2085" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2086" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2081" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2087" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2078" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
+          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2087">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2092" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2093" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2094" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2091" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2095" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2096" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
+            <SoilProfileProbability Key="2092" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2093" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
                 <Layers>
-                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2098" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2099" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2100" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2094" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2059" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2095" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2096" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2101" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2093">
+          <Scenario Key="2098" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2102" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2099" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2103" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2094" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2100" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2091" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2104" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2103">
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+            <Curve Key="3010" Description="" Name="5" HeadPoint="2788" EndPoint="2782" />
           </Curves>
           <Loops>
-            <Loop Key="3014" Description="" Name="">
+            <Loop Key="3011" Description="" Name="">
               <CurveList>
+                <Curve RefKey="2895" />
                 <Curve RefKey="2898" />
-                <Curve RefKey="2901" />
-                <Curve RefKey="2900" />
-                <Curve RefKey="2902" />
+                <Curve RefKey="2897" />
+                <Curve RefKey="2899" />
               </CurveList>
             </Loop>
-            <Loop Key="3015" Description="" Name="">
+            <Loop Key="3012" Description="" Name="">
               <CurveList>
-                <Curve RefKey="2898" />
-                <Curve RefKey="3013" />
-                <Curve RefKey="2906" />
-                <Curve RefKey="2907" />
-                <Curve RefKey="3012" />
+                <Curve RefKey="2895" />
+                <Curve RefKey="3010" />
+                <Curve RefKey="2903" />
+                <Curve RefKey="2904" />
+                <Curve RefKey="3009" />
+                <Curve RefKey="2941" />
+                <Curve RefKey="2942" />
+                <Curve RefKey="2943" />
                 <Curve RefKey="2944" />
                 <Curve RefKey="2945" />
                 <Curve RefKey="2946" />
@@ -5397,22 +5362,22 @@
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                 <Curve RefKey="3007" />
                 <Curve RefKey="3008" />
-                <Curve RefKey="3009" />
-                <Curve RefKey="3010" />
-                <Curve RefKey="3011" />
-                <Curve RefKey="2899" />
+                <Curve RefKey="2896" />
               </CurveList>
             </Loop>
-            <Loop Key="3016" Description="" Name="">
+            <Loop Key="3013" Description="" Name="">
               <CurveList>
+                <Curve RefKey="2897" />
+                <Curve RefKey="2901" />
                 <Curve RefKey="2900" />
-                <Curve RefKey="2904" />
-                <Curve RefKey="2903" />
-                <Curve RefKey="2905" />
+                <Curve RefKey="2902" />
               </CurveList>
             </Loop>
-            <Loop Key="3017" Description="" Name="">
+            <Loop Key="3014" Description="" Name="">
               <CurveList>
+                <Curve RefKey="2905" />
+                <Curve RefKey="2906" />
+                <Curve RefKey="2907" />
                 <Curve RefKey="2908" />
                 <Curve RefKey="2909" />
                 <Curve RefKey="2910" />
@@ -5446,35 +5411,64 @@
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                 <Curve RefKey="2939" />
                 <Curve RefKey="2940" />
-                <Curve RefKey="2941" />
-                <Curve RefKey="2942" />
-                <Curve RefKey="2943" />
-                <Curve RefKey="3012" />
+                <Curve RefKey="3009" />
               </CurveList>
             </Loop>
           </Loops>
           <Surfaces>
-            <Surface Key="3018" OuterLoop="3014" Description="" Name="">
+            <Surface Key="3015" OuterLoop="3011" Description="" Name="">
               <InnerLoops />
             </Surface>
-            <Surface Key="3019" OuterLoop="3015" Description="" Name="">
+            <Surface Key="3016" OuterLoop="3012" Description="" Name="">
               <InnerLoops />
             </Surface>
-            <Surface Key="3020" OuterLoop="3016" Description="" Name="">
+            <Surface Key="3017" OuterLoop="3013" Description="" Name="">
               <InnerLoops />
             </Surface>
-            <Surface Key="3021" OuterLoop="3017" Description="" Name="">
+            <Surface Key="3018" OuterLoop="3014" Description="" Name="">
               <InnerLoops />
             </Surface>
           </Surfaces>
         </Geometry>
       </Source>
     </DataSource>
-    <DataSource Source="2779" Modifications="Name;Location;X;Y;BottomLevel:User;User;User;User;User" />
+    <DataSource Source="2776" Modifications="Name;Location;X;Y;BottomLevel:User;User;User;User;User" />
     <DataSource Source="28" Modifications="X;Y:User;User" />
+    <DataSource Source="2777" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
+    <DataSource Source="2778" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
+    <DataSource Source="2779" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
     <DataSource Source="2780" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
-    <DataSource Source="2781" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
-    <DataSource Source="2782" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
-    <DataSource Source="2783" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
   </DataSources>
+  <SensorData Key="3019">
+    <Sensors>
+      <Sensor RefKey="593" />
+      <Sensor RefKey="594" />
+      <Sensor RefKey="595" />
+      <Sensor RefKey="596" />
+      <Sensor RefKey="597" />
+      <Sensor RefKey="598" />
+      <Sensor RefKey="599" />
+      <Sensor RefKey="1538" />
+      <Sensor RefKey="1539" />
+      <Sensor RefKey="1540" />
+      <Sensor RefKey="1541" />
+      <Sensor RefKey="1542" />
+      <Sensor RefKey="1543" />
+      <Sensor RefKey="1544" />
+    </Sensors>
+    <SensorGroups>
+      <SensorGroup RefKey="592" />
+      <SensorGroup RefKey="1537" />
+    </SensorGroups>
+    <SensorLocations>
+      <SensorLocation RefKey="591" />
+      <SensorLocation RefKey="815" />
+      <SensorLocation RefKey="1032" />
+      <SensorLocation RefKey="1249" />
+      <SensorLocation RefKey="1536" />
+      <SensorLocation RefKey="1689" />
+      <SensorLocation RefKey="1835" />
+      <SensorLocation RefKey="1981" />
+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file
Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInside2D/DAMLive.damx
===================================================================
diff -u -r6828 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInside2D/DAMLive.damx	(.../DAMLive.damx)	(revision 6828)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInside2D/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="25.1.0.6825" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-11-21" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\StabilityInside2D\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6825" />
-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\StabilityInside2D\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="DAMLive.geometries2D\" Name="Dijkring" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="Segment1">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="SoilProfile_NoInbetweenAquifer.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -14,938 +14,721 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
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-          <LocalXZSurfaceLine2 Key="9" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="RK210-560">
-            <Geometry Key="10" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <OriginalXy Key="11" X="0" Y="0" />
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-          </LocalXZSurfaceLine2>
-          <SoilList Key="123">
-            <Soils>
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-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="126" Description="" Name="">
-                  <BondStresses />
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-                  <SigmaSus />
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-              <Errors />
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+                <SigmaSus />
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+        </SurfaceLine2>
+        <SensorLocation Key="252" SourceTypePl3="Sensor" SourceTypePl4="Sensor" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="NoInBetweenAquifer" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
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+              <Sensor Key="255" ID="2" Depth="-3" RelativeLocation="9.959" XRd="0" YRd="0" ZRd="-3" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SensorLoc1_PL1_DikeMiddleCrest" />
+              <Sensor Key="256" ID="3" Depth="-5.2" RelativeLocation="23.2" XRd="0" YRd="0" ZRd="-5.2" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SensorLoc1_PL1_Ditch" />
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+              <Sensor Key="258" ID="11" Depth="-5" RelativeLocation="0.5" XRd="0" YRd="0" ZRd="-5" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SensorLoc1_PL3_River" />
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+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
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+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="263" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
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+        <LocalXZSurfaceLine2 Key="265" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="RK210-560">
+          <Geometry Key="266" OriginalXy="10" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="392" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.47" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-5.6" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="10" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-7" PlLineOffsetBelowDikeTopAtRiver="0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="264">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="393" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" 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=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="139" />
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]" />
+    <DamSoils>
+      <DamSoil RefKey="123" />
+      <DamSoil RefKey="127" />
+      <DamSoil RefKey="131" />
+      <DamSoil RefKey="135" />
+    </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="394" StixFileName="SoilProfile_NoInbetweenAquifer.stix" LayerName="L 1" />
+      <Aquifer Key="395" StixFileName="SoilProfile_OneInbetweenAquifer.stix" LayerName="L 1" />
+      <Aquifer Key="396" StixFileName="SoilProfile_OneInbetweenAquifer.stix" LayerName="L 5" />
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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]]" />
+    <SoilList RefKey="122" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="397" AnalysisType="NoAdaption">
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-      <DamCalculationSpecification Key="399" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="400" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="401" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
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+      <DamCalculationSpecification Key="398" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="399" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="400" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="401" 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>
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     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="403" Run="True" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="404" Run="True" Name="Dike" Subject="7">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="405" Name="LocationOnlyPL3" Run="True" Subject="8">
-            <WaterLevelTimeSerie Key="406" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="407">
-              <StabilityTimeSerie Key="408" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="409" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="410" Name="LocationPL3AndPL4" Run="True" Subject="265">
-            <WaterLevelTimeSerie Key="411" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="412">
-              <StabilityTimeSerie Key="413" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="414" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="402" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="403" Name="LocationOnlyPL3" Run="False" Subject="7">
+        <WaterLevelTimeSerie Key="404" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="405">
+          <StabilityTimeSerie Key="406" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="407" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="408" Name="LocationPL3AndPL4" Run="False" Subject="264">
+        <WaterLevelTimeSerie Key="409" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="410">
+          <StabilityTimeSerie Key="411" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="412" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="415">
-    <Sensors>
-      <Sensor RefKey="255" />
-      <Sensor RefKey="256" />
-      <Sensor RefKey="257" />
-      <Sensor RefKey="258" />
-      <Sensor RefKey="259" />
-      <Sensor RefKey="260" />
-      <Sensor RefKey="261" />
-      <Sensor RefKey="262" />
-      <Sensor RefKey="381" />
-      <Sensor RefKey="382" />
-      <Sensor RefKey="383" />
-      <Sensor RefKey="384" />
-      <Sensor RefKey="385" />
-      <Sensor RefKey="386" />
-      <Sensor RefKey="387" />
-      <Sensor RefKey="388" />
-      <Sensor RefKey="389" />
-      <Sensor RefKey="390" />
-      <Sensor RefKey="391" />
-      <Sensor RefKey="392" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="254" />
-      <SensorGroup RefKey="380" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="253" />
-      <SensorLocation RefKey="379" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="416" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-560" NewShoulderBaseSlope="0.3333333333333333" XRd="198384.4" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Segment1" StabilityZoneType="NoZones" YRd="503776.3" DikeEmbankmentMaterial="Sand" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="Dike" NewShoulderTopSlope="0.05" Description="" Name="LocationOnlyPL3" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0.5" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Sand" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0.6" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="417" Name="Segment1">
+      <Source type="Deltares.Dam.Data.Location" Key="413" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-560" NewShoulderBaseSlope="0.3333333333333333" XRd="198384.4" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Segment1" StabilityZoneType="NoZones" YRd="503776.3" DikeEmbankmentMaterial="Sand" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="Dike" NewShoulderTopSlope="0.05" Description="" Name="LocationOnlyPL3" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0.5" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Sand" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0.6" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="414" Name="Segment1">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="418" SoilGeometry2DName="SoilProfile_NoInbetweenAquifer.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="415" SoilGeometry2DName="SoilProfile_NoInbetweenAquifer.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="419" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-5.6" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="10" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-7" PlLineOffsetBelowDikeTopAtRiver="0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="416">
+          <Scenario Key="416" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.37" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-5.6" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="10" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-7" PlLineOffsetBelowDikeTopAtRiver="0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="413">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="420" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="417" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="421" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-560" NewShoulderBaseSlope="0.3333333333333333" XRd="198384.4" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Segment2" StabilityZoneType="NoZones" YRd="503776.3" DikeEmbankmentMaterial="Sand" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="Dike" NewShoulderTopSlope="0.05" Description="" Name="LocationPL3AndPL4" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0.5" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Sand" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0.6" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="422" Name="Segment2">
+      <Source type="Deltares.Dam.Data.Location" Key="418" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="RK210-560" NewShoulderBaseSlope="0.3333333333333333" XRd="198384.4" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Segment2" StabilityZoneType="NoZones" YRd="503776.3" DikeEmbankmentMaterial="Sand" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="Dike" NewShoulderTopSlope="0.05" Description="" Name="LocationPL3AndPL4" XRdDikeLine="0" MinimalCircleDepth="1" DampingFactorPL3="0.5" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Sand" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0.6" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="419" Name="Segment2">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="423" SoilGeometry2DName="SoilProfile_OneInbetweenAquifer.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="420" SoilGeometry2DName="SoilProfile_OneInbetweenAquifer.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="424" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.47" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-5.6" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="10" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-7" PlLineOffsetBelowDikeTopAtRiver="0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="421">
+          <Scenario Key="421" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2" PolderLevel="-4.47" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="-5.6" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="0.9" PlLineOffsetBelowDikeToeAtPolder="10" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="-7" PlLineOffsetBelowDikeTopAtRiver="0.23" RequiredSafetyFactorStabilityInnerSlope="0.9" PlLineOffsetBelowDikeTopAtPolder="0.23" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.2" Location="418">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="425" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="422" RequiredSafetyFactorStabilityInnerSlope="0.9" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
-    <DataSource Source="124" Modifications="Name;Color;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;StressTable;SuTable;StrengthIncreaseExponent;RatioCuPc;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="123" Modifications="Name;Color;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;StressTable;SuTable;StrengthIncreaseExponent;RatioCuPc;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="426" Owner="124" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="423" Owner="123" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="427" Owner="124" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="424" Owner="123" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="428" Owner="124" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="425" Owner="123" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
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-          <Surfaces>
-            <Surface Key="582" OuterLoop="581" Description="" Name="">
-              <InnerLoops />
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-        </Geometry>
-        <Location type="Deltares.Geographic.GeographicPoint" RefKey="465" />
-      </Source>
-    </DataSource>
-    <DataSource Modifications="Name:User">
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-        </Layers>
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-    </DataSource>
-    <DataSource Source="584" Modifications="Name;Soil:User;User" />
-    <DataSource Source="463" Modifications="Name:User" />
-    <DataSource Source="464" Modifications="Name;Soil:User;User" />
+    <DataSource Source="2" Modifications="MapForSoilGeometries2D:None" />
+    <DataSource Source="7" 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" />
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   </DataSources>
+  <SensorData Key="459">
+    <Sensors>
+      <Sensor RefKey="254" />
+      <Sensor RefKey="255" />
+      <Sensor RefKey="256" />
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+      <Sensor RefKey="258" />
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+      <Sensor RefKey="384" />
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+      <Sensor RefKey="386" />
+      <Sensor RefKey="387" />
+      <Sensor RefKey="388" />
+      <Sensor RefKey="389" />
+      <Sensor RefKey="390" />
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+    </Sensors>
+    <SensorGroups>
+      <SensorGroup RefKey="253" />
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+    </SensorGroups>
+    <SensorLocations>
+      <SensorLocation RefKey="252" />
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+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file
Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/DAMLive.damx
===================================================================
diff -u -r6830 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/DAMLive.damx	(.../DAMLive.damx)	(revision 6830)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanBeeSwarm/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
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-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
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+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <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]]">
       <Segment Key="3" Name="Purmer_PU0110+20">
         <SoilProfileProbabilities>
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@@ -165,4398 +165,4360 @@
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       </Segment>
     </Segments>
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-      <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
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-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="328" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="329" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="330" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="331" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="332" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="333" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="334" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="335" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="336" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="337" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="338" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="339" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="340" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="341" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="342" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="343" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="344" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="345" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="346" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="347" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="348" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="349" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="350" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="351" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="352" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="353" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="354" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="355" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="356" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="357" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="358" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="359" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="360" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="361" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="362" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="363" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="364" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="365" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="366" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="367" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="368" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="369" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="370" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="371" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="372" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_n_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="373" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="374" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="375" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="376" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_wadz_gelaagd o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.1" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="377" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="378" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="379" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-            </Soils>
-            <AquiferDictionary />
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+            <Soil type="Deltares.Dam.Data.DamSoil" Key="331" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="332" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="333" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="334" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="335" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="336" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="337" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="338" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="339" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="340" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="341" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="342" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="343" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="344" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="345" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="346" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="347" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="348" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="349" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="350" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="351" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="352" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="353" Description="" Name="">
+                <BondStresses />
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+              <SuTable Key="354" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="355" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="356" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="357" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="358" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="359" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="360" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="361" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="362" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="363" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="364" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="365" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="366" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="367" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="368" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="369" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="370" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="371" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_n_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
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+                <SigmaTaus />
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+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="374" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+              <StressTable Key="376" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="377" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="378" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+          </Soils>
+          <AquiferDictionary />
+        </SoilList>
+        <SurfaceLine2 Key="379" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
+          <Geometry Key="380" OriginalXy="71" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1921" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1852" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1922" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1853" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1923" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1854" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1924" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1855" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1925" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1856" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1926" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1857" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1927" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1858" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1928" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1859" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1929" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1860" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1930" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1861" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1931" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1862" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1932" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1863" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1933" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1864" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1934" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1864" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1935" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1865" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1936" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1866" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1937" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1867" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1938" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1868" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1939" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1869" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1940" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1870" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1941" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1871" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1942" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1872" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1943" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1873" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1944" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1874" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1945" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1875" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1946" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1876" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1947" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1877" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1948" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1878" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1949" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1879" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1950" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1880" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1951" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1881" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1952" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1882" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1953" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1883" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1954" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1884" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1955" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1885" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1956" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1886" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1957" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1887" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1958" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1888" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1959" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1889" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1960" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1890" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1961" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1891" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1962" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1892" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1963" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1893" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1964" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1894" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1965" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1895" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1966" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1896" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1967" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1897" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1968" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1898" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1969" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1899" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1970" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1900" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1971" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1901" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1972" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1902" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1973" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1903" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1974" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1904" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1975" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1905" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1976" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1906" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1977" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1907" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1978" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1908" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1979" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1909" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1980" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1910" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SensorLocation Key="1981" SourceTypePl3="Sensor" SourceTypePl4="Sensor" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="Raai_Noord (rekenwaarde verkeer)" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Sensor" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Sensor" SourceTypePl1WaterLevelAtPolder="LocationData" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Sensor">
+          <Group Key="1982" ID="1">
+            <SensorArray Dimension="1" Bounds="7">
+              <Sensor RefKey="1538" />
+              <Sensor RefKey="1539" />
+              <Sensor RefKey="1540" />
+              <Sensor RefKey="1541" />
+              <Sensor RefKey="1542" />
+              <Sensor RefKey="1543" />
+              <Sensor RefKey="1544" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="1983" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="1839">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="1984" 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=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="379" />
+      <SurfaceLines RefKey="1395" />
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SoilProfile RefKey="31" />
+      <SoilProfile RefKey="63" />
+      <SoilProfile RefKey="5" />
+      <SoilProfile RefKey="38" />
+    </SoilProfiles>
+    <DamSoils>
+      <DamSoil RefKey="7" />
+      <DamSoil RefKey="12" />
+      <DamSoil RefKey="17" />
+      <DamSoil RefKey="22" />
+      <DamSoil RefKey="40" />
+      <DamSoil RefKey="45" />
+      <DamSoil RefKey="50" />
+      <DamSoil RefKey="55" />
+      <DamSoil RefKey="283" />
+      <DamSoil RefKey="287" />
+      <DamSoil RefKey="291" />
+      <DamSoil RefKey="295" />
+      <DamSoil RefKey="299" />
+      <DamSoil RefKey="303" />
+      <DamSoil RefKey="307" />
+      <DamSoil RefKey="311" />
+      <DamSoil RefKey="315" />
+      <DamSoil RefKey="319" />
+      <DamSoil RefKey="323" />
+      <DamSoil RefKey="327" />
+      <DamSoil RefKey="331" />
+      <DamSoil RefKey="335" />
+      <DamSoil RefKey="339" />
+      <DamSoil RefKey="343" />
+      <DamSoil RefKey="347" />
+      <DamSoil RefKey="351" />
+      <DamSoil RefKey="355" />
+      <DamSoil RefKey="359" />
+      <DamSoil RefKey="363" />
+      <DamSoil RefKey="367" />
+      <DamSoil RefKey="371" />
+      <DamSoil RefKey="375" />
+    </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="282" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="1985" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="1987" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="1988" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="1989" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="1990" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="1986" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="1987" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="1988" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="1989" 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="1986" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="1991" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="1992" Run="False" Name="De Purmer" Subject="68">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1993" Name="Purmer_PU0042+00_K" Run="False" Subject="69">
-            <WaterLevelTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="1995">
-              <StabilityTimeSerie Key="1996" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1998" Name="Purmer_PU0042+00_K_V" Run="False" Subject="603">
-            <WaterLevelTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2000">
-              <StabilityTimeSerie Key="2001" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2003" Name="Purmer_PU0042+00_R" Run="False" Subject="820">
-            <WaterLevelTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2005">
-              <StabilityTimeSerie Key="2006" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2008" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1037">
-            <WaterLevelTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2010">
-              <StabilityTimeSerie Key="2011" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2013" Name="Purmer_PU0110+20_K" Run="False" Subject="1254">
-            <WaterLevelTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2015">
-              <StabilityTimeSerie Key="2016" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2018" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1548">
-            <WaterLevelTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2020">
-              <StabilityTimeSerie Key="2021" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2023" Name="Purmer_PU0110+20_R" Run="False" Subject="1694">
-            <WaterLevelTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2025">
-              <StabilityTimeSerie Key="2026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2028" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1840">
-            <WaterLevelTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2030">
-              <StabilityTimeSerie Key="2031" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2032" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="1990" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1991" Name="Purmer_PU0042+00_K" Run="False" Subject="68">
+        <WaterLevelTimeSerie Key="1992" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1993">
+          <StabilityTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="1995" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1996" Name="Purmer_PU0042+00_K_V" Run="False" Subject="602">
+        <WaterLevelTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1998">
+          <StabilityTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2000" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2001" Name="Purmer_PU0042+00_R" Run="False" Subject="819">
+        <WaterLevelTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2003">
+          <StabilityTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2005" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2006" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1036">
+        <WaterLevelTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2008">
+          <StabilityTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2010" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2011" Name="Purmer_PU0110+20_K" Run="False" Subject="1253">
+        <WaterLevelTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2013">
+          <StabilityTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2015" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2016" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1547">
+        <WaterLevelTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2018">
+          <StabilityTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2020" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2021" Name="Purmer_PU0110+20_R" Run="False" Subject="1693">
+        <WaterLevelTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2023">
+          <StabilityTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2026" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1839">
+        <WaterLevelTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2028">
+          <StabilityTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="2033">
-    <Sensors>
-      <Sensor RefKey="594" />
-      <Sensor RefKey="595" />
-      <Sensor RefKey="596" />
-      <Sensor RefKey="597" />
-      <Sensor RefKey="598" />
-      <Sensor RefKey="599" />
-      <Sensor RefKey="600" />
-      <Sensor RefKey="1539" />
-      <Sensor RefKey="1540" />
-      <Sensor RefKey="1541" />
-      <Sensor RefKey="1542" />
-      <Sensor RefKey="1543" />
-      <Sensor RefKey="1544" />
-      <Sensor RefKey="1545" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="593" />
-      <SensorGroup RefKey="1538" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="592" />
-      <SensorLocation RefKey="816" />
-      <SensorLocation RefKey="1033" />
-      <SensorLocation RefKey="1250" />
-      <SensorLocation RefKey="1537" />
-      <SensorLocation RefKey="1690" />
-      <SensorLocation RefKey="1836" />
-      <SensorLocation RefKey="1982" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2034" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2035" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2031" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2032" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2036" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2037" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
+            <SoilProfileProbability Key="2033" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2034" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
                 <Layers>
-                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2040" Description="" Name="">
+                  <Layer Key="2035" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2036" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2037" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2043" Description="" Name="">
+                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2040" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2046" Description="" Name="">
+                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2043" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2048" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2049" Description="" Name="">
+                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2046" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2050" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2051" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2048" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2034">
+          <Scenario Key="2049" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2031">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2050" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2035" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2051" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2032" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2055" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
+          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2051">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2056" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2057" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2058" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2055" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2059" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2060" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
+            <SoilProfileProbability Key="2056" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2057" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
                 <Layers>
-                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2063" Description="" Name="">
+                  <Layer Key="2058" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2059" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2060" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2066" Description="" Name="">
+                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2063" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2069" Description="" Name="">
+                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2066" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2071" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2072" Description="" Name="">
+                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2069" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2073" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2074" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2071" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2057">
+          <Scenario Key="2072" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2073" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2058" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2074" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2055" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2078" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
+          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2074">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2079" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2080" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2081" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2078" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2082" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2083" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
+            <SoilProfileProbability Key="2079" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2080" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
                 <Layers>
-                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2085" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2086" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2087" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2081" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2036" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2082" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2083" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2080">
+          <Scenario Key="2085" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2086" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2081" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2087" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2078" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
+          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2087">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2092" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2093" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2094" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2091" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2095" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2096" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
+            <SoilProfileProbability Key="2092" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2093" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
                 <Layers>
-                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2098" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2099" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2100" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2094" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2059" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2095" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2096" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2101" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2093">
+          <Scenario Key="2098" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2102" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2099" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2103" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2094" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2100" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2091" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2104" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2103">
+          <Scenario Key="2101" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2100">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2105" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2102" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
-    <DataSource Source="2083" Modifications="Name;BottomLevel:Csv;Csv" />
-    <DataSource Source="2084" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2080" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2081" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2036" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="2082" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2039" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2085" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2083" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2042" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2086" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2045" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2087" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2048" Modifications="Name;UseDefaultShearStrengthModel;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2096" Modifications="Name;BottomLevel:Csv;Csv" />
-    <DataSource Source="2097" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2084" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2045" Modifications="Name;UseDefaultShearStrengthModel;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="2093" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2094" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2059" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="2095" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2062" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2098" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2096" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2065" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2099" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2068" Modifications="Name;UseDefaultShearStrengthModel;SoilType;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2100" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2071" Modifications="Name;UseDefaultShearStrengthModel;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="2037" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2097" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2068" Modifications="Name;UseDefaultShearStrengthModel;Color;StressTable;SuTable:Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="2034" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2035" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2038" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2041" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2044" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2047" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2050" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2051" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
-    <DataSource Source="2060" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2048" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
+    <DataSource Source="2057" Modifications="Name;BottomLevel:Csv;Csv" />
+    <DataSource Source="2058" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2061" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2064" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2067" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
     <DataSource Source="2070" Modifications="Name;TopLevel;IsAquifer;Soil:Csv;Csv;Csv;Csv" />
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-      <Source type="Deltares.Probabilistic.Stochast" Key="2611" Owner="55" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2608" Owner="55" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="18" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2612" Owner="55" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="20" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2609" Owner="55" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="20" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2613" Owner="55" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0.00019999999999999998" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2610" Owner="55" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0.00019999999999999998" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2614" Owner="55" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0.001" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2611" Owner="55" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0.001" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2615" Owner="55" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2612" Owner="55" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2616" Owner="55" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="28.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2613" Owner="55" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="28.9" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean;DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2617" Owner="55" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2614" Owner="55" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="10" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="31" Modifications="Name;BottomLevel:Csv;Csv" />
     <DataSource Source="32" Modifications="Name;TopLevel;Soil;IsAquifer:Csv;Csv;Csv;Csv" />
@@ -4582,494 +4544,931 @@
     <DataSource Source="54" Modifications="Name;TopLevel;Soil;IsAquifer:Csv;Csv;Csv;Csv" />
     <DataSource Source="59" Modifications="Name;TopLevel;Soil;IsAquifer:Csv;Csv;Csv;Csv" />
     <DataSource Source="60" Modifications="Name;TopLevel;Soil;IsAquifer:Csv;Csv;Csv;Csv" />
-    <DataSource Source="68" Modifications="MapForSoilGeometries2D:None" />
-    <DataSource Source="1840" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1694" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1548" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1254" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="1037" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="820" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="603" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
-    <DataSource Source="69" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="2" Modifications="MapForSoilGeometries2D:None" />
+    <DataSource Source="1839" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="1693" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="1547" Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
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+              </CurveList>
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+              <InnerLoops />
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+            <Surface Key="3017" OuterLoop="3013" Description="" Name="">
+              <InnerLoops />
+            </Surface>
+            <Surface Key="3018" OuterLoop="3014" Description="" Name="">
+              <InnerLoops />
+            </Surface>
+          </Surfaces>
+        </Geometry>
+      </Source>
+    </DataSource>
+    <DataSource Source="2776" Modifications="Name;Location;X;Y;BottomLevel:User;User;User;User;User" />
+    <DataSource Source="28" Modifications="X;Y:User;User" />
+    <DataSource Source="2777" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
+    <DataSource Source="2778" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
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+    <DataSource Source="2780" Modifications="Name;TopLevel;Soil;IsAquifer;WaterpressureInterpolationModel:User;User;User;User;User" />
   </DataSources>
+  <SensorData Key="3019">
+    <Sensors>
+      <Sensor RefKey="593" />
+      <Sensor RefKey="594" />
+      <Sensor RefKey="595" />
+      <Sensor RefKey="596" />
+      <Sensor RefKey="597" />
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+      <Sensor RefKey="599" />
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+      <Sensor RefKey="1540" />
+      <Sensor RefKey="1541" />
+      <Sensor RefKey="1542" />
+      <Sensor RefKey="1543" />
+      <Sensor RefKey="1544" />
+    </Sensors>
+    <SensorGroups>
+      <SensorGroup RefKey="592" />
+      <SensorGroup RefKey="1537" />
+    </SensorGroups>
+    <SensorLocations>
+      <SensorLocation RefKey="591" />
+      <SensorLocation RefKey="815" />
+      <SensorLocation RefKey="1032" />
+      <SensorLocation RefKey="1249" />
+      <SensorLocation RefKey="1536" />
+      <SensorLocation RefKey="1689" />
+      <SensorLocation RefKey="1835" />
+      <SensorLocation RefKey="1981" />
+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file
Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanGrid/DAMLive.damx
===================================================================
diff -u -r6828 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanGrid/DAMLive.damx	(.../DAMLive.damx)	(revision 6828)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/TestData/IntegrationTests/StabilityInsideUpliftVanGrid/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="25.1.0.6825" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-11-21" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\StabilityInsideUpliftVanGrid\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6825" />
-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\TestData\IntegrationTests\StabilityInsideUpliftVanGrid\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <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]]">
       <Segment Key="3" Name="Purmer_PU0110+20">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SegmentFailureMechanismType="StabilityInside" Probability="100">
@@ -165,4398 +165,4360 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="316" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="27.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="317" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="318" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="319" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="320" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="321" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="322" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="323" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="324" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="325" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="326" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="327" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="328" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="329" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="330" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="331" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="332" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="333" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="334" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="335" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="336" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="337" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="338" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="339" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="340" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="341" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="342" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="343" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="344" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="345" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="346" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="347" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="348" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="349" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="350" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="351" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="352" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="353" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="354" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="355" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="356" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="357" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="358" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="359" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="360" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="361" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="362" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="363" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="364" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="365" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="366" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="367" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="317" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="318" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="319" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.9" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="320" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="321" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="322" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="323" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="26.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="324" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="325" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="326" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="327" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0.8" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="328" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="329" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="330" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="331" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="332" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="333" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="334" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="335" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="29.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="336" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="337" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="338" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="339" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="340" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="341" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="342" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="343" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="22.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="344" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="345" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="346" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="347" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="2.5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="348" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="349" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="350" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="351" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="36.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="352" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="353" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="354" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="355" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="356" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="357" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="358" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="359" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="360" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="361" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="362" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="363" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="364" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="365" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="366" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="367" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="30.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="1.1" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="368" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="369" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="370" Description="" NumberOfTest="0" Name="">
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+            <CalculationResults />
+            <Errors />
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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]]" />
+        <Scenarios>
+          <Scenario Key="1983" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="1839">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="1984" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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+        </Scenarios>
+      </Location>
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+      <SurfaceLines RefKey="1395" />
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+      <SoilProfile RefKey="63" />
+      <SoilProfile RefKey="5" />
+      <SoilProfile RefKey="38" />
+    </SoilProfiles>
+    <DamSoils>
+      <DamSoil RefKey="7" />
+      <DamSoil RefKey="12" />
+      <DamSoil RefKey="17" />
+      <DamSoil RefKey="22" />
+      <DamSoil RefKey="40" />
+      <DamSoil RefKey="45" />
+      <DamSoil RefKey="50" />
+      <DamSoil RefKey="55" />
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+      <DamSoil RefKey="359" />
+      <DamSoil RefKey="363" />
+      <DamSoil RefKey="367" />
+      <DamSoil RefKey="371" />
+      <DamSoil RefKey="375" />
+    </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="282" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="1985" AnalysisType="NoAdaption">
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-      <DamCalculationSpecification Key="1987" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
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-            <SlipCircleDefinition Key="1990" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="1986" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="1987" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="1988" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="1989" 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>
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     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="1991" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="1992" Run="False" Name="De Purmer" Subject="68">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1993" Name="Purmer_PU0042+00_K" Run="False" Subject="69">
-            <WaterLevelTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="1995">
-              <StabilityTimeSerie Key="1996" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="1998" Name="Purmer_PU0042+00_K_V" Run="False" Subject="603">
-            <WaterLevelTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2000">
-              <StabilityTimeSerie Key="2001" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2003" Name="Purmer_PU0042+00_R" Run="False" Subject="820">
-            <WaterLevelTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2005">
-              <StabilityTimeSerie Key="2006" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2008" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1037">
-            <WaterLevelTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2010">
-              <StabilityTimeSerie Key="2011" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2013" Name="Purmer_PU0110+20_K" Run="False" Subject="1254">
-            <WaterLevelTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2015">
-              <StabilityTimeSerie Key="2016" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2018" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1548">
-            <WaterLevelTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2020">
-              <StabilityTimeSerie Key="2021" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2023" Name="Purmer_PU0110+20_R" Run="False" Subject="1694">
-            <WaterLevelTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2025">
-              <StabilityTimeSerie Key="2026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2028" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1840">
-            <WaterLevelTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2030">
-              <StabilityTimeSerie Key="2031" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2032" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="1990" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1991" Name="Purmer_PU0042+00_K" Run="False" Subject="68">
+        <WaterLevelTimeSerie Key="1992" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1993">
+          <StabilityTimeSerie Key="1994" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="1995" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="1996" Name="Purmer_PU0042+00_K_V" Run="False" Subject="602">
+        <WaterLevelTimeSerie Key="1997" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="1998">
+          <StabilityTimeSerie Key="1999" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2000" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2001" Name="Purmer_PU0042+00_R" Run="False" Subject="819">
+        <WaterLevelTimeSerie Key="2002" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2003">
+          <StabilityTimeSerie Key="2004" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2005" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2006" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1036">
+        <WaterLevelTimeSerie Key="2007" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2008">
+          <StabilityTimeSerie Key="2009" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2010" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2011" Name="Purmer_PU0110+20_K" Run="False" Subject="1253">
+        <WaterLevelTimeSerie Key="2012" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2013">
+          <StabilityTimeSerie Key="2014" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2015" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2016" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1547">
+        <WaterLevelTimeSerie Key="2017" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2018">
+          <StabilityTimeSerie Key="2019" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2020" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2021" Name="Purmer_PU0110+20_R" Run="False" Subject="1693">
+        <WaterLevelTimeSerie Key="2022" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2023">
+          <StabilityTimeSerie Key="2024" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2026" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1839">
+        <WaterLevelTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2028">
+          <StabilityTimeSerie Key="2029" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="2033">
-    <Sensors>
-      <Sensor RefKey="594" />
-      <Sensor RefKey="595" />
-      <Sensor RefKey="596" />
-      <Sensor RefKey="597" />
-      <Sensor RefKey="598" />
-      <Sensor RefKey="599" />
-      <Sensor RefKey="600" />
-      <Sensor RefKey="1539" />
-      <Sensor RefKey="1540" />
-      <Sensor RefKey="1541" />
-      <Sensor RefKey="1542" />
-      <Sensor RefKey="1543" />
-      <Sensor RefKey="1544" />
-      <Sensor RefKey="1545" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="593" />
-      <SensorGroup RefKey="1538" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="592" />
-      <SensorLocation RefKey="816" />
-      <SensorLocation RefKey="1033" />
-      <SensorLocation RefKey="1250" />
-      <SensorLocation RefKey="1537" />
-      <SensorLocation RefKey="1690" />
-      <SensorLocation RefKey="1836" />
-      <SensorLocation RefKey="1982" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2034" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2035" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2031" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2032" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2036" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2037" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
+            <SoilProfileProbability Key="2033" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2034" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20" Location="28">
                 <Layers>
-                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2040" Description="" Name="">
+                  <Layer Key="2035" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2036" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="8" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="34.5" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="10" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2037" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2043" Description="" Name="">
+                  <Layer Key="2038" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2039" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="13" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="21.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="15" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2040" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2046" Description="" Name="">
+                  <Layer Key="2041" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2042" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="18" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="20" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="4.2" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2043" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2048" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2049" Description="" Name="">
+                  <Layer Key="2044" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2045" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="23" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="25" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2046" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2050" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2051" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2047" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2048" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2034">
+          <Scenario Key="2049" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2031">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2050" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2035" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2051" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2032" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2055" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
+          <Scenario Key="2052" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2051">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2056" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2053" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2057" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2058" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2054" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2055" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2059" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2060" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
+            <SoilProfileProbability Key="2056" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2057" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-25" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0110+20K" Location="28">
                 <Layers>
-                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2063" Description="" Name="">
+                  <Layer Key="2058" MaintainLayerOrder="False" TopLevel="5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2059" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" StressTable="41" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="38.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="43" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2060" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2066" Description="" Name="">
+                  <Layer Key="2061" MaintainLayerOrder="False" TopLevel="-1.5" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2062" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" StressTable="46" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.2" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="48" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2063" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2069" Description="" Name="">
+                  <Layer Key="2064" MaintainLayerOrder="False" TopLevel="-4" Id="" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2065" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" StressTable="51" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_o_veen s_z_h_o_dij" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="31.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="53" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="5" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2066" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
-                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2071" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                      <BondStressTable Key="2072" Description="" Name="">
+                  <Layer Key="2067" MaintainLayerOrder="False" TopLevel="-10.5" Id="" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3">
+                    <Soil type="Deltares.Dam.Data.DamSoil" Key="2068" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="20" Pn="NaN" CuActiveBottom="NaN" StressTable="56" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Pleistoceen zand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="18" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="28.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" SuTable="58" EMod="NaN" SoilType="Sand" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+                      <BondStressTable Key="2069" Description="" Name="">
                         <BondStresses />
                       </BondStressTable>
                     </Soil>
                   </Layer>
-                  <Layer Key="2073" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
-                  <Layer Key="2074" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
+                  <Layer Key="2070" MaintainLayerOrder="False" TopLevel="-13" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer4" />
+                  <Layer Key="2071" MaintainLayerOrder="False" TopLevel="-18" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer5" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2057">
+          <Scenario Key="2072" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2054">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2073" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2058" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2074" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2055" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2078" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
+          <Scenario Key="2075" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.4" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2074">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2079" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2076" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2080" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2081" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2077" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2078" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2082" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2083" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
+            <SoilProfileProbability Key="2079" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2080" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00" Location="28">
                 <Layers>
-                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2085" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2086" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2045" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2087" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2048" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2081" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2036" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2082" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2039" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2083" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2042" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2084" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2045" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2080">
+          <Scenario Key="2085" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2077">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2086" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2081" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2087" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2078" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2091" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
+          <Scenario Key="2088" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2087">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2092" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2089" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2093" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2094" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2090" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2091" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2095" SegmentFailureMechanismType="StabilityInside" Probability="100">
-              <SoilProfile Key="2096" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
+            <SoilProfileProbability Key="2092" SegmentFailureMechanismType="StabilityInside" Probability="100">
+              <SoilProfile Key="2093" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-15" TopLevel="5" ProbabilityOfOccurrence="0" X="NaN" Name="Purmer_PU0042+00K" Location="28">
                 <Layers>
-                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
-                  <Layer Key="2098" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
-                  <Layer Key="2099" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2068" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
-                  <Layer Key="2100" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2071" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
+                  <Layer Key="2094" MaintainLayerOrder="False" TopLevel="5" Id="" Soil="2059" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer0" />
+                  <Layer Key="2095" MaintainLayerOrder="False" TopLevel="-1" Id="" Soil="2062" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer1" />
+                  <Layer Key="2096" MaintainLayerOrder="False" TopLevel="-5.5" Id="" Soil="2065" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer2" />
+                  <Layer Key="2097" MaintainLayerOrder="False" TopLevel="-7.5" Id="" Soil="2068" IsAquifer="True" WaterpressureInterpolationModel="Automatic" Description="" Name="Layer3" />
                 </Layers>
                 <PreconsolidationStresses />
               </SoilProfile>
             </SoilProfileProbability>
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2101" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2093">
+          <Scenario Key="2098" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2090">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2102" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2099" RequiredSafetyFactorStabilityInnerSlope="1.17" RequiredSafetyFactorStabilityOuterSlope="1.17" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2103" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2094" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2100" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2091" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2104" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="0" RiverLevelLow="-0.13" DikeTableHeight="1.25" PolderLevel="-3.3" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1.17" PlLineOffsetBelowDikeToeAtPolder="0.1" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0.5" RequiredSafetyFactorStabilityInnerSlope="1.17" PlLineOffsetBelowDikeTopAtPolder="1.5" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0.1" Location="2103">
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2741" Owner="55" Name="Cu" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2745" Owner="55" Name="CuTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2742" Owner="55" Name="CuTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2743" Owner="55" Name="CuActiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2747" Owner="55" Name="CuPassiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2744" Owner="55" Name="CuPassiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2748" Owner="55" Name="CuBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2745" Owner="55" Name="CuBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2749" Owner="55" Name="CuActiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2746" Owner="55" Name="CuActiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2750" Owner="55" Name="CuPassiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2747" Owner="55" Name="CuPassiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2751" Owner="55" Name="CuGradient" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2748" Owner="55" Name="CuGradient" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2752" Owner="55" Name="RRatio" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2749" Owner="55" Name="RRatio" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2750" Owner="55" Name="Pn" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2754" Owner="55" Name="StrengthIncreaseExponent" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2751" Owner="55" Name="StrengthIncreaseExponent" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2755" Owner="55" Name="DiameterD50" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2752" Owner="55" Name="DiameterD50" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2756" Owner="55" Name="BeddingAngle" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2753" Owner="55" Name="BeddingAngle" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2757" Owner="55" Name="WhitesConstant" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2754" Owner="55" Name="WhitesConstant" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2758" Owner="22" Name="StressTable" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2755" Owner="22" Name="StressTable" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2759" Owner="22" Name="SuTable" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2756" Owner="22" Name="SuTable" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2760" Owner="22" Name="OCR" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2757" Owner="22" Name="OCR" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2761" Owner="22" Name="RatioCuPc" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2758" Owner="22" Name="RatioCuPc" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2762" Owner="22" Name="RatioCuPcPassive" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2759" Owner="22" Name="RatioCuPcPassive" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2763" Owner="22" Name="RatioCuPcActive" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2760" Owner="22" Name="RatioCuPcActive" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2764" Owner="22" Name="Cu" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2761" Owner="22" Name="Cu" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2765" Owner="22" Name="CuTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2762" Owner="22" Name="CuTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2766" Owner="22" Name="CuActiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2763" Owner="22" Name="CuActiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2767" Owner="22" Name="CuPassiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2764" Owner="22" Name="CuPassiveTop" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2768" Owner="22" Name="CuBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2765" Owner="22" Name="CuBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2769" Owner="22" Name="CuActiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2766" Owner="22" Name="CuActiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2770" Owner="22" Name="CuPassiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2767" Owner="22" Name="CuPassiveBottom" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2771" Owner="22" Name="CuGradient" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2768" Owner="22" Name="CuGradient" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2772" Owner="22" Name="RRatio" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2769" Owner="22" Name="RRatio" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2773" Owner="22" Name="Pn" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2770" Owner="22" Name="Pn" ActualValue="NaN" ErrorOnly="True" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2774" Owner="22" Name="StrengthIncreaseExponent" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2771" Owner="22" Name="StrengthIncreaseExponent" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2775" Owner="22" Name="DiameterD50" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2772" Owner="22" Name="DiameterD50" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2776" Owner="22" Name="BeddingAngle" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2773" Owner="22" Name="BeddingAngle" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="DistributionType;Deviation;Minimum;Maximum:Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="2777" Owner="22" Name="WhitesConstant" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="2774" Owner="22" Name="WhitesConstant" ActualValue="NaN" DistributionType="LogNormal" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
   </DataSources>
+  <SensorData Key="2775">
+    <Sensors>
+      <Sensor RefKey="593" />
+      <Sensor RefKey="594" />
+      <Sensor RefKey="595" />
+      <Sensor RefKey="596" />
+      <Sensor RefKey="597" />
+      <Sensor RefKey="598" />
+      <Sensor RefKey="599" />
+      <Sensor RefKey="1538" />
+      <Sensor RefKey="1539" />
+      <Sensor RefKey="1540" />
+      <Sensor RefKey="1541" />
+      <Sensor RefKey="1542" />
+      <Sensor RefKey="1543" />
+      <Sensor RefKey="1544" />
+    </Sensors>
+    <SensorGroups>
+      <SensorGroup RefKey="592" />
+      <SensorGroup RefKey="1537" />
+    </SensorGroups>
+    <SensorLocations>
+      <SensorLocation RefKey="591" />
+      <SensorLocation RefKey="815" />
+      <SensorLocation RefKey="1032" />
+      <SensorLocation RefKey="1249" />
+      <SensorLocation RefKey="1536" />
+      <SensorLocation RefKey="1689" />
+      <SensorLocation RefKey="1835" />
+      <SensorLocation RefKey="1981" />
+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx
===================================================================
diff -u -r6830 -r6881
--- DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 6830)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx	(.../DAMLive.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="25.1.0.6825" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-11-22" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\DAM\DamClients\DamLive\trunk\data\HHNK Purmer\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6825" />
-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\HHNK Purmer\DAMLive.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="DAMLive.geometries2D\" Name="Dijkring" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="Purmer_PU0110+20">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -24,3603 +24,3949 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <Dike Key="11" MapForSoilGeometries2D="DAMLive.geometries2D\" Name="De Purmer" Description="">
-      <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-        <Location Key="12" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="9" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="DAMLive.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-          <LocalXZSurfaceLine2 Key="13" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="Purmer_PU0042+00">
-            <Geometry Key="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <OriginalXy Key="15" X="0" Y="0" />
-              <Points>
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-                  <BondStresses />
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-                  <SigmaTaus />
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-                  <SigmaTaus />
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-                  <BondStresses />
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-                  <SigmaSus />
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-                  </SigmaTaus>
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-                <SuTable Key="263" Description="" NumberOfTest="0" Name="">
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-                  <SigmaTaus />
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-                <BondStressTable Key="266" Description="" Name="">
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-                  <SigmaSus />
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-                    <SigmaTau Key="271" Sigma="6.1" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="272" Sigma="200" Tau="137.4" TauCharacteristic="0" TauMean="0" />
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-                </StressTable>
-                <BondStressTable Key="273" Description="" Name="">
-                  <BondStresses />
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-                <SuTable Key="274" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="275" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="276" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2_-5,5">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="277" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="278" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="279" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="280" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2n_dijk">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="281" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="282" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="283" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="284" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2o_dijk">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="285" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="286" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="287" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="288" Description="" NumberOfTest="0" Name="Klei_o_veen_szhn_dijk">
-                  <SigmaTaus>
-                    <SigmaTau Key="289" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="290" Sigma="4.9" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="291" Sigma="200" Tau="100.2" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="292" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="293" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="294" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="295" Description="" NumberOfTest="0" Name="Klei_o_veen_szho_dijk">
-                  <SigmaTaus>
-                    <SigmaTau Key="296" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="297" Sigma="3.2" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="298" Sigma="200" Tau="109.7" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="299" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="300" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="301" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="302" Description="" NumberOfTest="0" Name="Klei_wadz_gelaagd_od">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="303" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="304" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="305" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="306" Description="" NumberOfTest="0" Name="K_Hveen_n_dijk">
-                  <SigmaTaus>
-                    <SigmaTau Key="307" Sigma="0" Tau="2.5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="308" Sigma="5.3" Tau="2.5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="309" Sigma="75" Tau="35.3" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="310" Sigma="100" Tau="47.1" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="311" Sigma="200" Tau="94.7" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="312" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="313" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="314" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="315" Description="" NumberOfTest="0" Name="K_Hveen_DM">
-                  <SigmaTaus>
-                    <SigmaTau Key="316" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="317" Sigma="7.8" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="318" Sigma="75" Tau="35.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="319" Sigma="100" Tau="46.4" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="320" Sigma="200" Tau="91.4" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="321" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="322" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="323" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="324" Description="" NumberOfTest="0" Name="K_Hveen_NZ">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="325" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="326" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="327" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="328" Description="" NumberOfTest="0" Name="K_Hveen_VW_NW">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="329" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="330" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="331" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="332" Description="" NumberOfTest="0" Name="K_Hveen_VW_ZO">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="333" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="334" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="335" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="336" Description="" NumberOfTest="0" Name="K_Kleiig veen / gyttja">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="337" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="338" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="339" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="340" Description="" NumberOfTest="0" Name="K_Klei_b_veen_szh">
-                  <SigmaTaus>
-                    <SigmaTau Key="341" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="342" Sigma="6.8" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="343" Sigma="75" Tau="55.5" TauCharacteristic="0" TauMean="0" />
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-                    <SigmaTau Key="345" Sigma="200" Tau="148" TauCharacteristic="0" TauMean="0" />
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-                <SuTable Key="347" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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-                  <SigmaTaus />
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-                  <SigmaSus />
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+                  <SigmaTau Key="229" Sigma="5.1" Tau="2.1" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="230" Sigma="200" Tau="81.7" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="231" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="232" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="233" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="234" Description="" NumberOfTest="0" Name="Hveen_DM">
+                <SigmaTaus>
+                  <SigmaTau Key="235" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="236" Sigma="7.5" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="237" Sigma="200" Tau="79.5" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="238" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="239" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="240" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="241" Description="" NumberOfTest="0" Name="Hveen_NZ">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="242" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="243" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="244" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk-VW(NW)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="245" Description="" NumberOfTest="0" Name="Hveen_VW_NW">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="246" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="247" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="248" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Hollandveen_o_dijk-VW(ZO)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="249" Description="" NumberOfTest="0" Name="Hveen_VW_ZO">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="250" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="251" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="252" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="253" Description="" NumberOfTest="0" Name="Kleiig veen / gyttja">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="254" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="255" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="256" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="257" Description="" NumberOfTest="0" Name="Klei_b_veen_szh">
+                <SigmaTaus>
+                  <SigmaTau Key="258" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="259" Sigma="6.5" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="260" Sigma="200" Tau="128.7" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="261" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="262" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="263" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="264" Description="" NumberOfTest="0" Name="Klei_dijkm_h">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="265" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="266" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="267" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="268" Description="" NumberOfTest="0" Name="Klei_dijkm_z_s">
+                <SigmaTaus>
+                  <SigmaTau Key="269" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="270" Sigma="6.1" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="271" Sigma="200" Tau="137.4" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="272" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="273" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="274" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2&lt;-5,5m" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="275" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2_-5,5">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="276" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="277" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="278" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="279" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2n_dijk">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="280" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="281" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="282" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_h2_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="283" Description="" NumberOfTest="0" Name="Klei_o_veen_sh2o_dijk">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="284" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="285" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="286" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="287" Description="" NumberOfTest="0" Name="Klei_o_veen_szhn_dijk">
+                <SigmaTaus>
+                  <SigmaTau Key="288" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="289" Sigma="4.9" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="290" Sigma="200" Tau="100.2" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="291" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="292" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="293" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_o_veen s_z_h_o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="294" Description="" NumberOfTest="0" Name="Klei_o_veen_szho_dijk">
+                <SigmaTaus>
+                  <SigmaTau Key="295" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="296" Sigma="3.2" Tau="4.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="297" Sigma="200" Tau="109.7" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="298" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="299" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="300" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Klei_wadz_gelaagd o_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="301" Description="" NumberOfTest="0" Name="Klei_wadz_gelaagd_od">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="302" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="303" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="304" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_n_dijk" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="305" Description="" NumberOfTest="0" Name="K_Hveen_n_dijk">
+                <SigmaTaus>
+                  <SigmaTau Key="306" Sigma="0" Tau="2.5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="307" Sigma="5.3" Tau="2.5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="308" Sigma="75" Tau="35.3" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="309" Sigma="100" Tau="47.1" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="310" Sigma="200" Tau="94.7" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="311" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="312" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="313" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="10" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk - DM" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="10" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="314" Description="" NumberOfTest="0" Name="K_Hveen_DM">
+                <SigmaTaus>
+                  <SigmaTau Key="315" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="316" Sigma="7.8" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="317" Sigma="75" Tau="35.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="318" Sigma="100" Tau="46.4" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="319" Sigma="200" Tau="91.4" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="320" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="321" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="322" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-NZ" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="323" Description="" NumberOfTest="0" Name="K_Hveen_NZ">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="324" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="325" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="326" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(N" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="327" Description="" NumberOfTest="0" Name="K_Hveen_VW_NW">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="328" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="329" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="330" StateParameter="NaN" UseSoilType="False" PermeabKx="0" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="9.8" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Hollandveen_o_dijk-VW(Z" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="9.8" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Peat" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="331" Description="" NumberOfTest="0" Name="K_Hveen_VW_ZO">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="332" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="333" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="334" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="11.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Kleiig veen / gyttja" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="11.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="335" Description="" NumberOfTest="0" Name="K_Kleiig veen / gyttja">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="336" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="337" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="338" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.4" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_bovenveen s_z_h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.4" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="339" Description="" NumberOfTest="0" Name="K_Klei_b_veen_szh">
+                <SigmaTaus>
+                  <SigmaTau Key="340" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="341" Sigma="6.8" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="342" Sigma="75" Tau="55.5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="343" Sigma="100" Tau="74" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="344" Sigma="200" Tau="148" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="345" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="346" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="347" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="13.9" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal h" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="13.9" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="348" Description="" NumberOfTest="0" Name="K_Klei_dijkm_h">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="349" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="350" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="351" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.7" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="K_Klei_dijkmateriaal z_s" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Clay" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="0" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="StressTable" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="352" Description="" NumberOfTest="0" Name="K_Klei_dijkm_z_s">
+                <SigmaTaus>
+                  <SigmaTau Key="353" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="354" Sigma="6.3" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="355" Sigma="75" Tau="59.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="356" Sigma="100" Tau="79" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="357" Sigma="200" Tau="158" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="358" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="359" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1983" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1913" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1984" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1914" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1985" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1915" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1986" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1916" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1987" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1917" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1988" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1918" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1989" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1919" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1990" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1920" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1991" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1921" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1992" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1922" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1993" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1923" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1994" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1924" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1995" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1925" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1996" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1926" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1997" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1927" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1998" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1928" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1999" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1929" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="2000" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1930" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="2001" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1931" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="2002" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1932" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="2003" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1933" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SensorLocation Key="2004" SourceTypePl3="Sensor" SourceTypePl4="Sensor" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="Raai_Noord (rekenwaarde verkeer)" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Sensor" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Sensor" SourceTypePl1WaterLevelAtPolder="LocationData" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Sensor">
+          <Group Key="2005" ID="1">
+            <SensorArray Dimension="1" Bounds="7">
+              <Sensor RefKey="1561" />
+              <Sensor RefKey="1562" />
+              <Sensor RefKey="1563" />
+              <Sensor RefKey="1564" />
+              <Sensor RefKey="1565" />
+              <Sensor RefKey="1566" />
+              <Sensor RefKey="1567" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="2006" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="1862">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="2007" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+    </Locations>
+    <SurfaceLines2 type="System.Collections.Generic.List`1[[Deltares.Geotechnics.SurfaceLines.SurfaceLine2, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="402" />
+      <SurfaceLines RefKey="1418" />
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]" />
+    <DamSoils>
+      <DamSoil RefKey="226" />
+      <DamSoil RefKey="233" />
+      <DamSoil RefKey="240" />
+      <DamSoil RefKey="244" />
+      <DamSoil RefKey="248" />
+      <DamSoil RefKey="252" />
+      <DamSoil RefKey="256" />
+      <DamSoil RefKey="263" />
+      <DamSoil RefKey="267" />
+      <DamSoil RefKey="274" />
+      <DamSoil RefKey="278" />
+      <DamSoil RefKey="282" />
+      <DamSoil RefKey="286" />
+      <DamSoil RefKey="293" />
+      <DamSoil RefKey="300" />
+      <DamSoil RefKey="304" />
+      <DamSoil RefKey="313" />
+      <DamSoil RefKey="322" />
+      <DamSoil RefKey="326" />
+      <DamSoil RefKey="330" />
+      <DamSoil RefKey="334" />
+      <DamSoil RefKey="338" />
+      <DamSoil RefKey="347" />
+      <DamSoil RefKey="351" />
+      <DamSoil RefKey="360" />
+      <DamSoil RefKey="364" />
+      <DamSoil RefKey="368" />
+      <DamSoil RefKey="372" />
+      <DamSoil RefKey="381" />
+      <DamSoil RefKey="390" />
+      <DamSoil RefKey="394" />
+      <DamSoil RefKey="398" />
+    </DamSoils>
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Aquifer Key="2008" StixFileName="Purmer_PU0110+20.stix" LayerName="L 1" />
+      <Aquifer Key="2009" StixFileName="Purmer_PU0110+20.stix" LayerName="L 4" />
+      <Aquifer Key="2010" StixFileName="Purmer_PU0042+00.stix" LayerName="L 1" />
+      <Aquifer Key="2011" StixFileName="Purmer_PU0042+00.stix" LayerName="L 2" />
+      <Aquifer Key="2012" StixFileName="Purmer_PU0110+20K.stix" LayerName="L 1" />
+      <Aquifer Key="2013" StixFileName="Purmer_PU0110+20K.stix" LayerName="L 4" />
+      <Aquifer Key="2014" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 1" />
+      <Aquifer Key="2015" StixFileName="Purmer_PU0042+00K.stix" LayerName="L 2" />
+    </Aquifers>
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, 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="225" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="2016" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="2018" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="2019" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="2020" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="2021" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="2017" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="2018" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="2019" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="2020" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="2017" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="2022" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="2023" Run="False" Name="De Purmer" Subject="11">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2024" Name="Purmer_PU0042+00_K" Run="False" Subject="12">
-            <WaterLevelTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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-            </WaterLevelTimeSerie>
-            <LocationResult Key="2026">
-              <StabilityTimeSerie Key="2027" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2028" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2029" Name="Purmer_PU0042+00_K_V" Run="False" Subject="626">
-            <WaterLevelTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2031">
-              <StabilityTimeSerie Key="2032" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2033" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2034" Name="Purmer_PU0042+00_R" Run="False" Subject="843">
-            <WaterLevelTimeSerie Key="2035" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2036">
-              <StabilityTimeSerie Key="2037" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2038" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2039" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1060">
-            <WaterLevelTimeSerie Key="2040" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2041">
-              <StabilityTimeSerie Key="2042" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2043" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2044" Name="Purmer_PU0110+20_K" Run="False" Subject="1277">
-            <WaterLevelTimeSerie Key="2045" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2046">
-              <StabilityTimeSerie Key="2047" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2048" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2049" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1571">
-            <WaterLevelTimeSerie Key="2050" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2051">
-              <StabilityTimeSerie Key="2052" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2053" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2054" Name="Purmer_PU0110+20_R" Run="False" Subject="1717">
-            <WaterLevelTimeSerie Key="2055" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2056">
-              <StabilityTimeSerie Key="2057" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2058" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="2059" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1863">
-            <WaterLevelTimeSerie Key="2060" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="2061">
-              <StabilityTimeSerie Key="2062" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="2063" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="2021" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2022" Name="Purmer_PU0042+00_K" Run="False" Subject="11">
+        <WaterLevelTimeSerie Key="2023" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2024">
+          <StabilityTimeSerie Key="2025" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2026" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2027" Name="Purmer_PU0042+00_K_V" Run="False" Subject="625">
+        <WaterLevelTimeSerie Key="2028" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2029">
+          <StabilityTimeSerie Key="2030" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2031" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2032" Name="Purmer_PU0042+00_R" Run="False" Subject="842">
+        <WaterLevelTimeSerie Key="2033" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2034">
+          <StabilityTimeSerie Key="2035" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2036" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2037" Name="Purmer_PU0042+00_R_V" Run="False" Subject="1059">
+        <WaterLevelTimeSerie Key="2038" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2039">
+          <StabilityTimeSerie Key="2040" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2041" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2042" Name="Purmer_PU0110+20_K" Run="False" Subject="1276">
+        <WaterLevelTimeSerie Key="2043" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2044">
+          <StabilityTimeSerie Key="2045" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2046" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2047" Name="Purmer_PU0110+20_K_V" Run="False" Subject="1570">
+        <WaterLevelTimeSerie Key="2048" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2049">
+          <StabilityTimeSerie Key="2050" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2051" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2052" Name="Purmer_PU0110+20_R" Run="False" Subject="1716">
+        <WaterLevelTimeSerie Key="2053" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2054">
+          <StabilityTimeSerie Key="2055" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2056" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="2057" Name="Purmer_PU0110+20_R_V" Run="False" Subject="1862">
+        <WaterLevelTimeSerie Key="2058" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="2059">
+          <StabilityTimeSerie Key="2060" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="2061" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="2064">
-    <Sensors>
-      <Sensor RefKey="617" />
-      <Sensor RefKey="618" />
-      <Sensor RefKey="619" />
-      <Sensor RefKey="620" />
-      <Sensor RefKey="621" />
-      <Sensor RefKey="622" />
-      <Sensor RefKey="623" />
-      <Sensor RefKey="1562" />
-      <Sensor RefKey="1563" />
-      <Sensor RefKey="1564" />
-      <Sensor RefKey="1565" />
-      <Sensor RefKey="1566" />
-      <Sensor RefKey="1567" />
-      <Sensor RefKey="1568" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="616" />
-      <SensorGroup RefKey="1561" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="615" />
-      <SensorLocation RefKey="839" />
-      <SensorLocation RefKey="1056" />
-      <SensorLocation RefKey="1273" />
-      <SensorLocation RefKey="1560" />
-      <SensorLocation RefKey="1713" />
-      <SensorLocation RefKey="1859" />
-      <SensorLocation RefKey="2005" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2065" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2066" Name="Purmer_PU0110+20">
+      <Source type="Deltares.Dam.Data.Location" Key="2062" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2063" Name="Purmer_PU0110+20">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2067" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2064" SoilGeometry2DName="Purmer_PU0110+20.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2068" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2065">
+          <Scenario Key="2065" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2062">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2069" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2066" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2070" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2066" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2067" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2063" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2071" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2070">
+          <Scenario Key="2068" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2067">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2072" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2069" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2073" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2074" Name="Purmer_PU0110+20K">
+      <Source type="Deltares.Dam.Data.Location" Key="2070" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="5" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2071" Name="Purmer_PU0110+20K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2075" SoilGeometry2DName="Purmer_PU0110+20K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2072" SoilGeometry2DName="Purmer_PU0110+20K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2076" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2073">
+          <Scenario Key="2073" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2070">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2077" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2074" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2078" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2074" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2075" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0110+20" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2071" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.01" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0110+20K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0110+20_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2079" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2078">
+          <Scenario Key="2076" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.7" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2075">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2080" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2077" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2081" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2082" Name="Purmer_PU0042+00">
+      <Source type="Deltares.Dam.Data.Location" Key="2078" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2079" Name="Purmer_PU0042+00">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2083" SoilGeometry2DName="Purmer_PU0042+00.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2080" SoilGeometry2DName="Purmer_PU0042+00.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2084" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2081">
+          <Scenario Key="2081" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2078">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2085" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2082" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2086" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2082" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2083" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2079" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_R" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2087" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2086">
+          <Scenario Key="2084" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2083">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2088" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2085" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2089" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Segment Key="2090" Name="Purmer_PU0042+00K">
+      <Source type="Deltares.Dam.Data.Location" Key="2086" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="13" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K_V" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Segment Key="2087" Name="Purmer_PU0042+00K">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="2091" SoilGeometry2DName="Purmer_PU0042+00K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="2088" SoilGeometry2DName="Purmer_PU0042+00K.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2092" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2089">
+          <Scenario Key="2089" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2086">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2093" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2090" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="2094" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2090" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="2091" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="Purmer_PU0042+00" NewShoulderBaseSlope="0.3333333333333333" XRd="0" NewDepthDitch="1" Segment="2087" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333333333333333" SlopeDampingPiezometricHeightPolderSide="0.03" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.6666666666666666" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="Purmer_PU0042+00K" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.3333333333333333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.3333333333333333" DikeRingId="De Purmer" NewShoulderTopSlope="0.05" Description="" Name="Purmer_PU0042+00_K" XRdDikeLine="0" MinimalCircleDepth="0" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="2" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="0" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="2" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="5" IntrusionVerticalWaterPressure="Linear">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="2095" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2094">
+          <Scenario Key="2092" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="-0.5" RiverLevelLow="" DikeTableHeight="" PolderLevel="-3.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="" HeadPl4="" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="0.85" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1" PlLineOffsetBelowShoulderBaseInside="0" Location="2091">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="2096" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="2093" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
-    <DataSource Source="235" Modifications="Name:Csv" />
+    <DataSource Source="234" Modifications="Name:Csv" />
+    <DataSource Source="235" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="236" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="237" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="238" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="228" Modifications="Name:Csv" />
+    <DataSource Source="227" Modifications="Name:Csv" />
+    <DataSource Source="228" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="229" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="230" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="231" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="315" Modifications="Name:Csv" />
+    <DataSource Source="314" Modifications="Name:Csv" />
+    <DataSource Source="315" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="316" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="317" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="318" Modifications="Sigma;Tau:Csv;Csv" />
     <DataSource Source="319" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="320" Modifications="Sigma;Tau:Csv;Csv" />
-    <DataSource Source="306" Modifications="Name:Csv" />
+    <DataSource Source="305" Modifications="Name:Csv" />
+    <DataSource Source="306" Modifications="Sigma;Tau:Csv;Csv" />
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Index: DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx
===================================================================
diff -u -r6830 -r6881
--- DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6830)
+++ DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6881)
@@ -1,8 +1,8 @@
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+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Dijkring" Description="">
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@@ -19,3033 +19,3027 @@
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="82" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="83" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="84" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="85" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="86" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="87" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="88" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="89" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="90" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="91" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="92" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="93" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="94" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="95" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="96" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="97" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="98" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="99" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="100" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="101" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="102" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="103" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="104" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="105" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="106" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="107" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="108" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="109" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="110" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="111" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="112" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="113" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="114" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="115" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="116" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="117" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="118" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="119" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="120" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="121" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="122" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="123" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="124" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="125" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="126" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="127" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="128" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="129" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="130" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="131" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="132" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="133" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="134" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="135" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="136" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="137" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="138" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="139" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="140" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="141" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="142" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="143" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="144" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="145" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="146" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="147" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="148" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="149" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="150" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil (L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="151" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="152" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="153" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="154" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="155" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="156" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="157" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="158" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="159" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="160" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="161" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="162" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="163" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="164" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="165" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="166" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="167" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="168" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="169" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="170" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="171" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="172" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="173" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="174" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="175" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="176" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="177" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="178" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="179" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="180" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="181" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="182" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="183" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="184" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="185" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="186" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="187" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="188" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="189" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="190" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="191" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="192" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="193" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="194" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 83.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="195" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="196" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="197" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="198" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 90.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="199" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="200" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="201" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="202" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="203" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="204" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="205" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="206" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="207" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="208" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="209" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="210" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="211" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="212" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="213" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="214" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="215" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="216" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="217" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="218" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="219" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="220" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="221" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="222" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="223" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="224" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="225" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="226" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="227" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="228" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="229" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="230" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="231" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="232" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="233" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="234" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="235" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="236" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="237" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="238" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="239" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="240" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="241" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="242" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="243" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="244" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="245" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="246" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="SDF" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="35" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="247" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="248" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="249" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="250" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="251" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="252" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="253" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="254" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="255" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="256" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="257" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="258" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="259" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="260" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="261" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="262" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="263" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="264" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="265" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="266" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="267" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="268" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="269" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="270" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="271" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="272" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="273" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="274" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="275" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="276" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="277" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="278" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="279" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="280" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="281" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="282" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="283" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="284" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="285" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="286" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="287" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="288" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="289" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
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-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="297" Description="" NumberOfTest="0" Name="">
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-                  <SigmaTaus />
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-                  <BondStresses />
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-                <SuTable Key="301" Description="" NumberOfTest="0" Name="">
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-                  <BondStresses />
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-                  <SigmaSus />
-                </SuTable>
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-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
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-            <Scenario Key="355" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="10">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="356" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
-            </Scenario>
-          </Scenarios>
-        </Location>
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-            </Geometry>
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-            </CharacteristicPoints>
-          </LocalXZSurfaceLine2>
-          <SurfaceLine2 Key="396" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
-            <Geometry Key="397" OriginalXy="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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-            </Geometry>
-            <CharacteristicPoints>
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="417" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="399" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="418" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="400" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="419" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="401" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="420" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="402" IsPointOnSurfaceLine="True" />
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="422" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="404" IsPointOnSurfaceLine="True" />
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-          <SensorLocation Key="434" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS2 8-8" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
-            <Group Key="435" ID="2">
-              <SensorArray Dimension="1" Bounds="6">
-                <Sensor Key="436" ID="7" Depth="100" RelativeLocation="166.18" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-1" />
-                <Sensor Key="437" ID="8" Depth="98" RelativeLocation="169" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-2" />
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-                <Sensor Key="439" ID="10" Depth="83" RelativeLocation="205" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 2-4" />
-                <Sensor Key="440" ID="11" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 2" />
-                <Sensor Key="441" ID="12" Depth="95" RelativeLocation="290" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 2" />
-              </SensorArray>
-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <Scenarios>
-            <Scenario Key="442" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="357">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="443" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
-            </Scenario>
-          </Scenarios>
-        </Location>
-        <Location Key="444" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="49" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-          <LocalXZSurfaceLine2 Key="445" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
-            <Geometry Key="446" OriginalXy="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <Points>
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-            </CharacteristicPoints>
-          </LocalXZSurfaceLine2>
-          <SurfaceLine2 Key="481" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
-            <Geometry Key="482" OriginalXy="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <Points>
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-              </Points>
-            </Geometry>
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="501" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="484" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="502" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="485" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="503" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="486" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="504" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="487" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="505" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="488" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="506" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="489" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="507" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="490" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="508" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="491" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="509" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="492" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="510" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="493" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="511" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="494" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="512" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="495" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="513" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="496" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="514" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="497" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="515" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="498" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="516" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="499" IsPointOnSurfaceLine="True" />
-            </CharacteristicPoints>
-          </SurfaceLine2>
-          <SensorLocation Key="517" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS3 10-10" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
-            <Group Key="518" ID="3">
-              <SensorArray Dimension="1" Bounds="6">
-                <Sensor Key="519" ID="13" Depth="100" RelativeLocation="99.8" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-1" />
-                <Sensor Key="520" ID="14" Depth="98" RelativeLocation="102.6" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-2" />
-                <Sensor Key="521" ID="15" Depth="95" RelativeLocation="135" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 3-3" />
-                <Sensor Key="522" ID="16" Depth="83" RelativeLocation="135" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 3-4" />
-                <Sensor Key="523" ID="17" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS sealevel 3" />
-                <Sensor Key="524" ID="18" Depth="95" RelativeLocation="200" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 3" />
-              </SensorArray>
-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <Scenarios>
-            <Scenario Key="525" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="444">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="526" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
-            </Scenario>
-          </Scenarios>
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+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="75" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="76" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="77" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 10-10 (diep)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="78" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="79" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="80" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="81" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="82" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="83" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="84" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="85" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="86" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="87" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="88" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="89" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="90" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="91" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="92" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="93" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="94" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="95" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="96" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="97" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="98" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="99" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="100" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="101" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="102" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="103" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="104" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="105" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="106" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="107" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="108" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="109" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="110" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="111" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="112" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="113" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="114" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="115" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="116" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="117" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="118" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="119" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="120" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="121" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="122" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="123" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="124" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="125" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="126" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="127" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="128" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="129" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="130" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="131" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="132" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="133" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="134" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="135" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="136" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="137" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="138" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="139" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="140" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="141" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="142" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="143" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="144" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="145" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="146" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="147" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="148" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="149" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil (L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="150" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="151" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="152" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="153" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="154" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="155" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="156" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="157" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="158" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="159" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="160" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="161" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="162" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="163" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="164" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="165" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="166" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="167" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="168" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="169" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="170" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="171" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="172" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="173" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="174" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="175" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="176" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="177" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="178" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="179" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="180" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="181" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="182" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="183" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="184" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="185" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="186" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="187" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="188" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="189" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="190" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="191" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="192" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="193" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 83.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="194" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="195" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="196" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="197" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 90.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="198" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="199" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="200" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="201" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="202" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="203" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="204" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="205" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="206" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="207" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="208" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="209" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="210" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="211" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="212" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="213" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="214" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="215" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="216" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="217" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="218" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="219" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="220" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="221" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="222" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="223" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="224" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="225" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="226" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="227" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="228" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="229" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="230" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="231" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="232" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="233" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="234" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="235" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="236" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="237" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="238" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="239" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="240" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="241" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="242" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="243" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="244" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="245" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="SDF" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="35" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="246" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="247" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="248" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="249" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="250" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="251" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="252" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="253" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="254" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="255" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="256" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="257" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="258" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="259" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="260" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="261" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="262" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="263" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="264" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="265" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="266" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="267" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="268" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="269" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="270" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="271" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="272" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="273" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="274" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="275" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="276" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="277" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="278" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="279" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="280" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="281" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="282" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="283" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="284" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="285" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
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+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="287" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="288" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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+            <Soil type="Deltares.Dam.Data.DamSoil" Key="289" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep) (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
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+                <SigmaTaus />
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+              <BondStressTable Key="307" Description="" Name="">
+                <BondStresses />
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+              <SuTable Key="308" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+          </Soils>
+          <AquiferDictionary />
+        </SoilList>
+        <SurfaceLine2 Key="309" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS1 3-3">
+          <Geometry Key="310" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="335" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="318" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="336" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="319" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="337" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="320" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="338" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="321" IsPointOnSurfaceLine="True" />
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="341" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="324" IsPointOnSurfaceLine="True" />
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+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="348" ID="1" Depth="100" RelativeLocation="139.5" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-1" />
+              <Sensor Key="349" ID="2" Depth="98" RelativeLocation="142.3" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-2" />
+              <Sensor Key="350" ID="3" Depth="95" RelativeLocation="175" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-3" />
+              <Sensor Key="351" ID="4" Depth="83" RelativeLocation="175" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 1-4" />
+              <Sensor Key="352" ID="5" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 1" />
+              <Sensor Key="353" ID="6" Depth="95" RelativeLocation="250" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 1" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="354" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="9">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="355" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="356" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="357" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
+          <Geometry Key="358" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="359" Description="" X="0" Y="0" Z="93.8" Name=" " />
+              <Point Key="360" Description="" X="79.4" Y="0" Z="93.8" Name=" " />
+              <Point Key="361" Description="" X="123.92" Y="0" Z="93.8" Name=" " />
+              <Point Key="362" Description="" X="127" Y="0" Z="95.29" Name=" " />
+              <Point Key="363" Description="" X="131.11" Y="0" Z="95.26" Name=" " />
+              <Point Key="364" Description="" X="155.21" Y="0" Z="103.4" Name=" " />
+              <Point Key="365" Description="" X="163.12" Y="0" Z="106" Name=" " />
+              <Point Key="366" Description="" X="164.12" Y="0" Z="106" Name=" " />
+              <Point Key="367" Description="" X="178.12" Y="0" Z="106" Name=" " />
+              <Point Key="368" Description="" X="180.12" Y="0" Z="106" Name=" " />
+              <Point Key="369" Description="" X="197.3" Y="0" Z="100.33" Name=" " />
+              <Point Key="370" Description="" X="203.97" Y="0" Z="99" Name=" " />
+              <Point Key="371" Description="" X="207.97" Y="0" Z="98.8" Name=" " />
+              <Point Key="372" Description="" X="213.97" Y="0" Z="96.8" Name=" " />
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+              <Point Key="375" Description="" X="221.97" Y="0" Z="98.8" Name=" " />
+              <Point Key="376" Description="" X="290" Y="0" Z="98.8" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="377" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="359" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="378" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="360" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="379" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="361" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="380" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="362" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="381" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="363" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="382" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="364" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="383" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="365" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="384" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="366" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="385" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="367" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="386" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="368" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="387" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="369" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="388" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="370" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="389" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="371" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="390" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="372" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="391" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="373" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="392" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="374" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="393" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="375" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="394" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="376" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="395" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
+          <Geometry Key="396" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="397" Description="" X="-110" Y="0" Z="93.8" Name=" " />
+              <Point Key="398" Description="" X="-30.6" Y="0" Z="93.8" Name=" " />
+              <Point Key="399" Description="" X="13.92" Y="0" Z="93.8" Name=" " />
+              <Point Key="400" Description="" X="17" Y="0" Z="95.29" Name=" " />
+              <Point Key="401" Description="" X="21.11" Y="0" Z="95.26" Name=" " />
+              <Point Key="402" Description="" X="45.21" Y="0" Z="103.4" Name=" " />
+              <Point Key="403" Description="" X="53.12" Y="0" Z="106" Name=" " />
+              <Point Key="404" Description="" X="54.12" Y="0" Z="106" Name=" " />
+              <Point Key="405" Description="" X="68.12" Y="0" Z="106" Name=" " />
+              <Point Key="406" Description="" X="70.12" Y="0" Z="106" Name=" " />
+              <Point Key="407" Description="" X="87.3" Y="0" Z="100.33" Name=" " />
+              <Point Key="408" Description="" X="93.97" Y="0" Z="99" Name=" " />
+              <Point Key="409" Description="" X="97.97" Y="0" Z="98.8" Name=" " />
+              <Point Key="410" Description="" X="103.97" Y="0" Z="96.8" Name=" " />
+              <Point Key="411" Description="" X="105.97" Y="0" Z="96.8" Name=" " />
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+              <Point Key="413" Description="" X="111.97" Y="0" Z="98.8" Name=" " />
+              <Point Key="414" Description="" X="180" Y="0" Z="98.8" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="415" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="397" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="416" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="398" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="417" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="399" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="418" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="400" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="419" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="401" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="420" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="402" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="421" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="403" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="422" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="404" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="423" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="405" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="424" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="406" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="425" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="407" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="426" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="408" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="427" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="409" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="428" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="410" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="429" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="411" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="430" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="412" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="431" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="413" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="432" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="414" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="433" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS2 8-8" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="434" ID="2">
+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="435" ID="7" Depth="100" RelativeLocation="166.18" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-1" />
+              <Sensor Key="436" ID="8" Depth="98" RelativeLocation="169" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-2" />
+              <Sensor Key="437" ID="9" Depth="95" RelativeLocation="205" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-3" />
+              <Sensor Key="438" ID="10" Depth="83" RelativeLocation="205" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 2-4" />
+              <Sensor Key="439" ID="11" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 2" />
+              <Sensor Key="440" ID="12" Depth="95" RelativeLocation="290" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 2" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="441" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="356">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="442" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="443" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="444" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
+          <Geometry Key="445" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="446" Description="" X="0" Y="0" Z="96.93" Name=" " />
+              <Point Key="447" Description="" X="38.13" Y="0" Z="96.93" Name=" " />
+              <Point Key="448" Description="" X="64.735" Y="0" Z="96.93" Name=" " />
+              <Point Key="449" Description="" X="67.735" Y="0" Z="98.05" Name=" " />
+              <Point Key="450" Description="" X="71.735" Y="0" Z="98.05" Name=" " />
+              <Point Key="451" Description="" X="93.78999999999999" Y="0" Z="105.4" Name=" " />
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+              <Point Key="462" Description="" X="200" Y="0" Z="98.3" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="463" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="446" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="464" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="447" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="465" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="448" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="466" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="449" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="467" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="450" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="468" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="451" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="469" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="452" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="470" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="453" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="471" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="454" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="472" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="455" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="473" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="456" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="474" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="457" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="475" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="458" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="476" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="459" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="477" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="460" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="478" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="461" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="479" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="462" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="480" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
+          <Geometry Key="481" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="482" Description="" X="-80" Y="0" Z="96.93" Name=" " />
+              <Point Key="483" Description="" X="-41.87" Y="0" Z="96.93" Name=" " />
+              <Point Key="484" Description="" X="-15.265" Y="0" Z="96.93" Name=" " />
+              <Point Key="485" Description="" X="-12.265" Y="0" Z="98.05" Name=" " />
+              <Point Key="486" Description="" X="-8.265" Y="0" Z="98.05" Name=" " />
+              <Point Key="487" Description="" X="13.79" Y="0" Z="105.4" Name=" " />
+              <Point Key="488" Description="" X="14.794" Y="0" Z="105.4" Name=" " />
+              <Point Key="489" Description="" X="28.794" Y="0" Z="105.4" Name=" " />
+              <Point Key="490" Description="" X="30.8" Y="0" Z="105.4" Name=" " />
+              <Point Key="491" Description="" X="52.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="492" Description="" X="58.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="493" Description="" X="60.23" Y="0" Z="97.6" Name=" " />
+              <Point Key="494" Description="" X="64.133" Y="0" Z="96.3" Name=" " />
+              <Point Key="495" Description="" X="66.133" Y="0" Z="96.3" Name=" " />
+              <Point Key="496" Description="" X="70" Y="0" Z="97.6" Name=" " />
+              <Point Key="497" Description="" X="72.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="498" Description="" X="120" Y="0" Z="98.3" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="499" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="482" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="500" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="483" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="501" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="484" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="502" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="485" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="503" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="486" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="504" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="487" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="505" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="488" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="506" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="489" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="507" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="490" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="508" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="491" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="509" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="492" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="510" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="493" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="511" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="494" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="512" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="495" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="513" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="496" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="514" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="497" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="515" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="498" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="516" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS3 10-10" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="517" ID="3">
+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="518" ID="13" Depth="100" RelativeLocation="99.8" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-1" />
+              <Sensor Key="519" ID="14" Depth="98" RelativeLocation="102.6" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-2" />
+              <Sensor Key="520" ID="15" Depth="95" RelativeLocation="135" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 3-3" />
+              <Sensor Key="521" ID="16" Depth="83" RelativeLocation="135" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 3-4" />
+              <Sensor Key="522" ID="17" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS sealevel 3" />
+              <Sensor Key="523" ID="18" Depth="95" RelativeLocation="200" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 3" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="524" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="443">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="525" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" 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=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="309" />
+      <SurfaceLines RefKey="395" />
+      <SurfaceLines RefKey="480" />
+      <SurfaceLines Key="526" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
+        <Geometry Key="527" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+          <Points>
+            <Point Key="528" Description="" X="0" Y="0" Z="98.7" Name=" " />
+            <Point Key="529" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
+            <Point Key="530" Description="" X="17" Y="0" Z="102.5" Name=" " />
+            <Point Key="531" Description="" X="18" Y="0" Z="102.5" Name=" " />
+            <Point Key="532" Description="" X="24" Y="0" Z="102.5" Name=" " />
+            <Point Key="533" Description="" X="25" Y="0" Z="102.5" Name=" " />
+            <Point Key="534" Description="" X="37.33" Y="0" Z="98.7" Name=" " />
+            <Point Key="535" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
+            <Point Key="536" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
+            <Point Key="537" Description="" X="47.33" Y="0" Z="98.29" Name=" " />
+            <Point Key="538" Description="" X="51.33" Y="0" Z="96.29" Name=" " />
+            <Point Key="539" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
+            <Point Key="540" Description="" X="57.33" Y="0" Z="98.29" Name=" " />
+            <Point Key="541" Description="" X="85" Y="0" Z="98.29" Name=" " />
+          </Points>
+        </Geometry>
+        <CharacteristicPoints>
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="542" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="528" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="543" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="529" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="544" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="530" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="545" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="531" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="546" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="532" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="547" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="533" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="548" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="534" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="549" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="535" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="550" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="536" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="551" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="537" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="552" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="538" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="553" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="539" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="554" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="540" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="555" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="541" IsPointOnSurfaceLine="True" />
+        </CharacteristicPoints>
+      </SurfaceLines>
+      <SurfaceLines Key="556" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
+        <Geometry Key="557" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+          <Points>
+            <Point Key="558" Description="" X="0" Y="0" Z="98.7" Name=" " />
+            <Point Key="559" Description="" X="5.64" Y="0" Z="98.7" Name=" " />
+            <Point Key="560" Description="" X="17.017" Y="0" Z="102.5" Name=" " />
+            <Point Key="561" Description="" X="18" Y="0" Z="102.5" Name=" " />
+            <Point Key="562" Description="" X="24" Y="0" Z="102.5" Name=" " />
+            <Point Key="563" Description="" X="25" Y="0" Z="102.5" Name=" " />
+            <Point Key="564" Description="" X="58.93" Y="0" Z="91.19" Name=" " />
+            <Point Key="565" Description="" X="60.43" Y="0" Z="91.19" Name=" " />
+            <Point Key="566" Description="" X="61.93" Y="0" Z="90.79" Name=" " />
+            <Point Key="567" Description="" X="62.2" Y="0" Z="90.79" Name=" " />
+            <Point Key="568" Description="" X="90" Y="0" Z="90.79" Name=" " />
+          </Points>
+        </Geometry>
+        <CharacteristicPoints>
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="569" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="558" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="570" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="559" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="571" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="560" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="572" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="561" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="573" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="562" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="574" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="563" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="575" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="564" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="576" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="565" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="577" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="566" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="578" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="567" IsPointOnSurfaceLine="True" />
+          <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="579" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="568" IsPointOnSurfaceLine="True" />
+        </CharacteristicPoints>
+      </SurfaceLines>
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]" />
+    <DamSoils>
+      <DamSoil RefKey="49" />
+      <DamSoil RefKey="53" />
+      <DamSoil RefKey="57" />
+      <DamSoil RefKey="61" />
+      <DamSoil RefKey="65" />
+      <DamSoil RefKey="69" />
+      <DamSoil RefKey="73" />
+      <DamSoil RefKey="77" />
+      <DamSoil RefKey="81" />
+      <DamSoil RefKey="85" />
+      <DamSoil RefKey="89" />
+      <DamSoil RefKey="93" />
+      <DamSoil RefKey="97" />
+      <DamSoil RefKey="101" />
+      <DamSoil RefKey="105" />
+      <DamSoil RefKey="109" />
+      <DamSoil RefKey="113" />
+      <DamSoil RefKey="117" />
+      <DamSoil RefKey="121" />
+      <DamSoil RefKey="125" />
+      <DamSoil RefKey="129" />
+      <DamSoil RefKey="133" />
+      <DamSoil RefKey="137" />
+      <DamSoil RefKey="141" />
+      <DamSoil RefKey="145" />
+      <DamSoil RefKey="149" />
+      <DamSoil RefKey="153" />
+      <DamSoil RefKey="157" />
+      <DamSoil RefKey="161" />
+      <DamSoil RefKey="165" />
+      <DamSoil RefKey="169" />
+      <DamSoil RefKey="173" />
+      <DamSoil RefKey="177" />
+      <DamSoil RefKey="181" />
+      <DamSoil RefKey="185" />
+      <DamSoil RefKey="189" />
+      <DamSoil RefKey="193" />
+      <DamSoil RefKey="197" />
+      <DamSoil RefKey="201" />
+      <DamSoil RefKey="205" />
+      <DamSoil RefKey="209" />
+      <DamSoil RefKey="213" />
+      <DamSoil RefKey="217" />
+      <DamSoil RefKey="221" />
+      <DamSoil RefKey="225" />
+      <DamSoil RefKey="229" />
+      <DamSoil RefKey="233" />
+      <DamSoil RefKey="237" />
+      <DamSoil RefKey="241" />
+      <DamSoil RefKey="245" />
+      <DamSoil RefKey="249" />
+      <DamSoil RefKey="253" />
+      <DamSoil RefKey="257" />
+      <DamSoil RefKey="261" />
+      <DamSoil RefKey="265" />
+      <DamSoil RefKey="269" />
+      <DamSoil RefKey="273" />
+      <DamSoil RefKey="277" />
+      <DamSoil RefKey="281" />
+      <DamSoil RefKey="285" />
+      <DamSoil RefKey="289" />
+      <DamSoil RefKey="293" />
+      <DamSoil RefKey="297" />
+      <DamSoil RefKey="301" />
+      <DamSoil RefKey="305" />
+    </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="580" StixFileName="3_3_SingaporeCrossSection_Outward.stix" LayerName="L 1" />
+      <Aquifer Key="581" StixFileName="8_8_SingaporeCrossSection_Outward.stix" LayerName="L 1" />
+      <Aquifer Key="582" StixFileName="10_10_SingaporeCrossSection_Outward.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="48" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="583" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="585" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="586" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="587" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="588" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="584" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="585" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="586" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="587" 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>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="589" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="590" Run="False" Name="Dike from CSV" Subject="9">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="591" Name="SD CS1 3-3" Run="False" Subject="10">
-            <WaterLevelTimeSerie Key="592" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="593">
-              <StabilityTimeSerie Key="594" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="595" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="596" Name="SD CS2 8-8" Run="False" Subject="357">
-            <WaterLevelTimeSerie Key="597" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="598">
-              <StabilityTimeSerie Key="599" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="600" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="601" Name="SD CS3 10-10" Run="False" Subject="444">
-            <WaterLevelTimeSerie Key="602" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="603">
-              <StabilityTimeSerie Key="604" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="605" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="588" 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]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="589" Name="SD CS1 3-3" Run="False" Subject="9">
+        <WaterLevelTimeSerie Key="590" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="591">
+          <StabilityTimeSerie Key="592" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="593" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="594" Name="SD CS2 8-8" Run="False" Subject="356">
+        <WaterLevelTimeSerie Key="595" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="596">
+          <StabilityTimeSerie Key="597" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="598" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="599" Name="SD CS3 10-10" Run="False" Subject="443">
+        <WaterLevelTimeSerie Key="600" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="601">
+          <StabilityTimeSerie Key="602" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="603" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="606">
-    <Sensors>
-      <Sensor RefKey="349" />
-      <Sensor RefKey="350" />
-      <Sensor RefKey="351" />
-      <Sensor RefKey="352" />
-      <Sensor RefKey="353" />
-      <Sensor RefKey="354" />
-      <Sensor RefKey="436" />
-      <Sensor RefKey="437" />
-      <Sensor RefKey="438" />
-      <Sensor RefKey="439" />
-      <Sensor RefKey="440" />
-      <Sensor RefKey="441" />
-      <Sensor RefKey="519" />
-      <Sensor RefKey="520" />
-      <Sensor RefKey="521" />
-      <Sensor RefKey="522" />
-      <Sensor RefKey="523" />
-      <Sensor RefKey="524" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="348" />
-      <SensorGroup RefKey="435" />
-      <SensorGroup RefKey="518" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="347" />
-      <SensorLocation RefKey="434" />
-      <SensorLocation RefKey="517" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="607" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="608" Name="SD CS1 3-3">
+      <Source type="Deltares.Dam.Data.Location" Key="604" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="605" Name="SD CS1 3-3">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="609" SoilGeometry2DName="3_3_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="606" SoilGeometry2DName="3_3_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="610" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="607">
+          <Scenario Key="607" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="604">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="611" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="608" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="612" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="613" Name="SD CS2 8-8">
+      <Source type="Deltares.Dam.Data.Location" Key="609" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="610" Name="SD CS2 8-8">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="614" SoilGeometry2DName="8_8_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="611" SoilGeometry2DName="8_8_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="615" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="612">
+          <Scenario Key="612" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="609">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="616" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="613" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="617" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="618" Name="SD CS3 10-10">
+      <Source type="Deltares.Dam.Data.Location" Key="614" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="615" Name="SD CS3 10-10">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="619" SoilGeometry2DName="10_10_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="616" SoilGeometry2DName="10_10_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="620" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="617">
+          <Scenario Key="617" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="614">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="621" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="618" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="622" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="619" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="623" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="622">
+          <Scenario Key="620" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="619">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="624" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="621" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="625" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="622" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="626" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="625">
+          <Scenario Key="623" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="622">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="627" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="624" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
-    <DataSource Source="50" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="49" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="628" Owner="50" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="625" Owner="49" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="629" Owner="50" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="626" Owner="49" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="630" Owner="50" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="50" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="627" Owner="49" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="50" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
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-    <DataSource Source="357" 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 Source="444" 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 Source="2" Modifications="MapForSoilGeometries2D:None" />
+    <DataSource Source="9" 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 Source="356" 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 Source="443" 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;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">
-      <Source type="Deltares.Dam.Data.Location" Key="1083" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="49" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" SurfaceLine2="527" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <LocalXZSurfaceLine2 Key="1084" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
-          <Geometry Key="1085" OriginalXy="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+      <Source type="Deltares.Dam.Data.Location" Key="1080" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" SurfaceLine2="526" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="1081" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
+          <Geometry Key="1082" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
-              <Point Key="1086" Description="" X="0" Y="0" Z="98.7" Name=" " />
-              <Point Key="1087" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
-              <Point Key="1088" Description="" X="17" Y="0" Z="102.5" Name=" " />
-              <Point Key="1089" Description="" X="18" Y="0" Z="102.5" Name=" " />
-              <Point Key="1090" Description="" X="24" Y="0" Z="102.5" Name=" " />
-              <Point Key="1091" Description="" X="25" Y="0" Z="102.5" Name=" " />
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-              <Point Key="1093" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
-              <Point Key="1094" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
-              <Point Key="1095" Description="" X="47.33" Y="0" Z="98.29" Name=" " />
-              <Point Key="1096" Description="" X="51.33" Y="0" Z="96.29" Name=" " />
-              <Point Key="1097" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
-              <Point Key="1098" Description="" X="57.33" Y="0" Z="98.29" Name=" " />
-              <Point Key="1099" Description="" X="85" Y="0" Z="98.29" Name=" " />
+              <Point Key="1083" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="1084" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
+              <Point Key="1085" Description="" X="17" Y="0" Z="102.5" Name=" " />
+              <Point Key="1086" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="1087" Description="" X="24" Y="0" Z="102.5" Name=" " />
+              <Point Key="1088" Description="" X="25" Y="0" Z="102.5" Name=" " />
+              <Point Key="1089" Description="" X="37.33" Y="0" Z="98.7" Name=" " />
+              <Point Key="1090" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
+              <Point Key="1091" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="1092" Description="" X="47.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="1093" Description="" X="51.33" Y="0" Z="96.29" Name=" " />
+              <Point Key="1094" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
+              <Point Key="1095" Description="" X="57.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="1096" Description="" X="85" Y="0" Z="98.29" Name=" " />
             </Points>
           </Geometry>
           <CharacteristicPoints>
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1100" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1086" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1101" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1087" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1102" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1088" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1103" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1089" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1104" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1090" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1105" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1091" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1106" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1092" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1107" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1093" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1108" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1094" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1109" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1095" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1110" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1096" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1111" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1097" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1112" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1098" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1113" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1099" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1097" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1083" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1098" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1084" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1099" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1085" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1100" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1086" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1101" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1087" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1102" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1088" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1103" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1089" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1104" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1090" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1105" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1091" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1106" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1092" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1107" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1093" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1108" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1094" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1109" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1095" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1110" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1096" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="1114" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1083">
+          <Scenario Key="1111" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1080">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="1115" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="1112" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource 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">
-      <Source type="Deltares.Dam.Data.Location" Key="1116" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="49" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" SurfaceLine2="557" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <LocalXZSurfaceLine2 Key="1117" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
-          <Geometry Key="1118" OriginalXy="13" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+      <Source type="Deltares.Dam.Data.Location" Key="1113" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" SurfaceLine2="556" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="1114" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
+          <Geometry Key="1115" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
-              <Point Key="1119" Description="" X="0" Y="0" Z="98.7" Name=" " />
-              <Point Key="1120" Description="" X="5.64" Y="0" Z="98.7" Name=" " />
-              <Point Key="1121" Description="" X="17.017" Y="0" Z="102.5" Name=" " />
-              <Point Key="1122" Description="" X="18" Y="0" Z="102.5" Name=" " />
-              <Point Key="1123" Description="" X="24" Y="0" Z="102.5" Name=" " />
-              <Point Key="1124" Description="" X="25" Y="0" Z="102.5" Name=" " />
-              <Point Key="1125" Description="" X="58.93" Y="0" Z="91.19" Name=" " />
-              <Point Key="1126" Description="" X="60.43" Y="0" Z="91.19" Name=" " />
-              <Point Key="1127" Description="" X="61.93" Y="0" Z="90.79" Name=" " />
-              <Point Key="1128" Description="" X="62.2" Y="0" Z="90.79" Name=" " />
-              <Point Key="1129" Description="" X="90" Y="0" Z="90.79" Name=" " />
+              <Point Key="1116" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="1117" Description="" X="5.64" Y="0" Z="98.7" Name=" " />
+              <Point Key="1118" Description="" X="17.017" Y="0" Z="102.5" Name=" " />
+              <Point Key="1119" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="1120" Description="" X="24" Y="0" Z="102.5" Name=" " />
+              <Point Key="1121" Description="" X="25" Y="0" Z="102.5" Name=" " />
+              <Point Key="1122" Description="" X="58.93" Y="0" Z="91.19" Name=" " />
+              <Point Key="1123" Description="" X="60.43" Y="0" Z="91.19" Name=" " />
+              <Point Key="1124" Description="" X="61.93" Y="0" Z="90.79" Name=" " />
+              <Point Key="1125" Description="" X="62.2" Y="0" Z="90.79" Name=" " />
+              <Point Key="1126" Description="" X="90" Y="0" Z="90.79" Name=" " />
             </Points>
           </Geometry>
           <CharacteristicPoints>
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1130" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1119" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1131" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1120" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1132" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1121" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1133" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1122" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1134" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1123" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1135" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1124" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1136" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1125" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1137" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1126" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1138" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1127" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1139" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1128" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1140" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1129" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1127" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1116" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1128" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1117" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1129" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1118" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1130" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1119" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1131" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1120" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1132" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1121" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1133" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1122" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1134" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1123" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1135" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1124" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1136" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1125" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1137" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1126" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="1141" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1116">
+          <Scenario Key="1138" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1113">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="1142" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="1139" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
   </DataSources>
+  <SensorData Key="1140">
+    <Sensors>
+      <Sensor RefKey="348" />
+      <Sensor RefKey="349" />
+      <Sensor RefKey="350" />
+      <Sensor RefKey="351" />
+      <Sensor RefKey="352" />
+      <Sensor RefKey="353" />
+      <Sensor RefKey="435" />
+      <Sensor RefKey="436" />
+      <Sensor RefKey="437" />
+      <Sensor RefKey="438" />
+      <Sensor RefKey="439" />
+      <Sensor RefKey="440" />
+      <Sensor RefKey="518" />
+      <Sensor RefKey="519" />
+      <Sensor RefKey="520" />
+      <Sensor RefKey="521" />
+      <Sensor RefKey="522" />
+      <Sensor RefKey="523" />
+    </Sensors>
+    <SensorGroups>
+      <SensorGroup RefKey="347" />
+      <SensorGroup RefKey="434" />
+      <SensorGroup RefKey="517" />
+    </SensorGroups>
+    <SensorLocations>
+      <SensorLocation RefKey="346" />
+      <SensorLocation RefKey="433" />
+      <SensorLocation RefKey="516" />
+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file
Index: DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/GeneralHelper.cs
===================================================================
diff -u -r5844 -r6881
--- DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/GeneralHelper.cs	(.../GeneralHelper.cs)	(revision 5844)
+++ DamClients/DamLive/trunk/src/Deltares.DamLive.Tests/GeneralHelper.cs	(.../GeneralHelper.cs)	(revision 6881)
@@ -22,6 +22,7 @@
 using System;
 using System.Collections.Generic;
 using System.IO;
+using System.Linq;
 using Deltares.DamLive.Application;
 using Deltares.Dam.Data;
 using Deltares.Standard.IO;
@@ -71,7 +72,7 @@
         string testFile = Path.Combine(actualTestPath, testFileName);
         DamProject.SetTestProgramVersion("24.1");
         DamProjectData damData = DamProject.LoadData(projectFile);
-        locations = damData.Locations;
+        locations = damData.Locations.ToList();
 
         // Load the sensor time serie data (see input file for details)
         TimeSerieCollection inputTimeSeries = TimeSerieCollection.LoadFromFile(inputFile);
Index: DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx
===================================================================
diff -u -r6830 -r6881
--- DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6830)
+++ DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_inside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6881)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="25.1.0.6825" MaxCalculationCores="1" DamProjectType="DamLiveConfiguration" Title2="" DateTime="2025-11-22" DrawnBy="" AnnexID="" DamDataSourceFileName="D:\DAM\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6825" />
-  <WaterBoard Key="2" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-11-26" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_inside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="3" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Dijkring" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="SD CS1 3-3">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -29,3107 +29,3180 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <Dike Key="13" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Dike from CSV" Description="">
-      <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-        <Location Key="14" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="500" NewDepthDitch="1" Segment="9" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-          <LocalXZSurfaceLine2 Key="15" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
-            <Geometry Key="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <OriginalXy Key="17" X="0" Y="0" />
-              <Points>
-                <Point Key="18" Description="" X="0" Y="0" Z="98.7" Name=" " />
-                <Point Key="19" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
-                <Point Key="20" Description="" X="17" Y="0" Z="102.5" Name=" " />
-                <Point Key="21" Description="" X="18" Y="0" Z="102.5" Name=" " />
-                <Point Key="22" Description="" X="24" Y="0" Z="102.5" Name=" " />
-                <Point Key="23" Description="" X="25" Y="0" Z="102.5" Name=" " />
-                <Point Key="24" Description="" X="37.33" Y="0" Z="98.7" Name=" " />
-                <Point Key="25" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
-                <Point Key="26" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
-                <Point Key="27" Description="" X="47.33" Y="0" Z="98.29" Name=" " />
-                <Point Key="28" Description="" X="51.33" Y="0" Z="96.29" Name=" " />
-                <Point Key="29" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
-                <Point Key="30" Description="" X="57.33" Y="0" Z="98.29" Name=" " />
-                <Point Key="31" Description="" X="85" Y="0" Z="98.29" Name=" " />
-              </Points>
-            </Geometry>
-            <CharacteristicPoints>
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="32" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="18" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="33" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="19" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="34" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="20" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="35" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="21" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="36" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="22" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="37" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="23" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="38" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="24" IsPointOnSurfaceLine="True" />
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-                  <SigmaTaus />
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-                  <BondStresses />
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-                  <SigmaSus />
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-                  <SigmaTaus />
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-                <BondStressTable Key="61" Description="" Name="">
-                  <BondStresses />
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-                  <SigmaSus />
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-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="65" Description="" Name="">
-                  <BondStresses />
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-                <SuTable Key="66" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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-                  <SigmaTaus />
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-                <BondStressTable Key="69" Description="" Name="">
-                  <BondStresses />
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-                  <SigmaSus />
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-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="73" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="74" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="77" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="78" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="79" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="80" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="81" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="82" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="83" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.84" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="84" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="85" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="86" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="87" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="88" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="89" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="90" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="91" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="92" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="93" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="94" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="95" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="96" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="97" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="98" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="99" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="100" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="101" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="102" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="103" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="104" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="105" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="106" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="107" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="108" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="109" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="110" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="111" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="112" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="113" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="114" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="115" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="116" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="117" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="118" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="119" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="120" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="121" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="122" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="123" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="124" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="125" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="126" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="127" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="128" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="129" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="130" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="131" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="132" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="133" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="134" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="135" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="136" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="137" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="138" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="139" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="140" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="141" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="142" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="143" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="144" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="145" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="146" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="147" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil (L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="148" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="149" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="150" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="151" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="152" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="153" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="154" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="155" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="156" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="157" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="158" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="159" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="160" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="161" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="162" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="163" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="164" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="165" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="166" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="167" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="168" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="169" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="170" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="171" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="172" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="173" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="174" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="175" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="176" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="177" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="178" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="179" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="180" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="181" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="182" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="183" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="184" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="185" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="186" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="187" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="188" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="189" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="190" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="191" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 83.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="192" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="193" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="194" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="195" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 90.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="196" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="197" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="198" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="199" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="200" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="201" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="202" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="203" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="204" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="205" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="206" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="207" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="208" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="209" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="210" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="211" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="212" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="213" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="214" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="215" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="216" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="217" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="218" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="219" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="220" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="221" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="222" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="223" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="224" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="225" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="226" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="227" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="228" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="229" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="230" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="231" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="232" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="233" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="234" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="235" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="236" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="237" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="238" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="239" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="240" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="241" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="242" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="243" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="SDF" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="35" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="244" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="245" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="246" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="247" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="248" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="249" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="250" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="251" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="252" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="253" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="254" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="255" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="256" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="257" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="258" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="259" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="260" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="261" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="262" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="263" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="264" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="265" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="266" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="267" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="268" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="269" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="270" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="271" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="272" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="273" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="274" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="275" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="276" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="277" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="278" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="279" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="280" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="281" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="282" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="283" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="284" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="285" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="286" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="287" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep) (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="288" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="289" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="290" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="291" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="292" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="293" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="294" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="295" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="296" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="297" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="298" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="299" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
-                <StressTable Key="300" Description="" NumberOfTest="0" Name="">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="301" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="302" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="303" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
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-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="305" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="306" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-            </Soils>
-            <AquiferDictionary />
-          </SoilList>
-          <SurfaceLine2 Key="307" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
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-              <Points>
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-            <CharacteristicPoints>
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-          <SensorLocation Key="337" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="CD CS1 X1" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
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-              <SensorArray Dimension="1" Bounds="4">
-                <Sensor Key="339" ID="19" Depth="98" RelativeLocation="25" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 1-1" />
-                <Sensor Key="340" ID="20" Depth="96.6" RelativeLocation="37.33" XRd="0" YRd="0" ZRd="96.6" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 1-2" />
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-                <Sensor Key="342" ID="22" Depth="96.6" RelativeLocation="85" XRd="0" YRd="0" ZRd="96.6" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 4" />
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-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
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-              <Errors />
-              <ModelFactors Key="344" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
-            </Scenario>
-          </Scenarios>
-        </Location>
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-            <Geometry Key="347" OriginalXy="17" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <Points>
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-                <Point Key="358" Description="" X="90" Y="0" Z="90.79" Name=" " />
-              </Points>
-            </Geometry>
-            <CharacteristicPoints>
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="359" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="348" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="360" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="349" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="361" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="350" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="362" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="351" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="363" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="352" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="364" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="353" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="365" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="354" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="366" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="355" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="367" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="356" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="368" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="357" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="369" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="358" IsPointOnSurfaceLine="True" />
-            </CharacteristicPoints>
-          </LocalXZSurfaceLine2>
-          <SurfaceLine2 Key="370" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
-            <Geometry Key="371" OriginalXy="17" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <Points>
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-            </Geometry>
-            <CharacteristicPoints>
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="384" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="373" IsPointOnSurfaceLine="True" />
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="386" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="375" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="387" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="376" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="388" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="377" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="389" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="378" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="390" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="379" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="391" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="380" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="392" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="381" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="393" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="382" IsPointOnSurfaceLine="True" />
-            </CharacteristicPoints>
-          </SurfaceLine2>
-          <SensorLocation Key="394" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="CD CS2 X3" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
-            <Group Key="395" ID="5">
-              <SensorArray Dimension="1" Bounds="4">
-                <Sensor Key="396" ID="23" Depth="97" RelativeLocation="25" XRd="0" YRd="0" ZRd="97" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 2-1" />
-                <Sensor Key="397" ID="24" Depth="87" RelativeLocation="65" XRd="0" YRd="0" ZRd="87" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 2-2" />
-                <Sensor Key="398" ID="25" Depth="98.7" RelativeLocation="0" XRd="0" YRd="0" ZRd="98.7" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS cutoff drainlevel 2" />
-                <Sensor Key="399" ID="26" Depth="97" RelativeLocation="90" XRd="0" YRd="0" ZRd="97" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 5" />
-              </SensorArray>
-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <Scenarios>
-            <Scenario Key="400" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="345">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="401" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
-            </Scenario>
-          </Scenarios>
-        </Location>
-        <Location Key="402" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="46" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-          <LocalXZSurfaceLine2 Key="403" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS1 3-3">
-            <Geometry Key="404" OriginalXy="17" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
-              <Points>
-                <Point Key="405" Description="" X="0" Y="0" Z="87.3" Name=" " />
-                <Point Key="406" Description="" X="64.2" Y="0" Z="87.3" Name=" " />
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-                <Point Key="408" Description="" X="79.7" Y="0" Z="88.4" Name=" " />
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-                <Point Key="421" Description="" X="250" Y="0" Z="98.3" Name=" " />
-              </Points>
-            </Geometry>
-            <CharacteristicPoints>
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-                <Sensor Key="570" ID="11" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 2" />
-                <Sensor Key="571" ID="12" Depth="95" RelativeLocation="290" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 2" />
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-            </Group>
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-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <Scenarios>
-            <Scenario Key="572" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="487">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="573" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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-        </Location>
-        <Location Key="574" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="46" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
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-          <SurfaceLine2 Key="611" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
-            <Geometry Key="612" OriginalXy="17" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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-                <Point Key="629" Description="" X="120" Y="0" Z="98.3" Name=" " />
-              </Points>
-            </Geometry>
-            <CharacteristicPoints>
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="631" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="614" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="632" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="615" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="633" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="616" IsPointOnSurfaceLine="True" />
-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="634" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="617" IsPointOnSurfaceLine="True" />
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="636" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="619" IsPointOnSurfaceLine="True" />
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="642" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="625" IsPointOnSurfaceLine="True" />
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-              <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="645" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="628" IsPointOnSurfaceLine="True" />
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-            </CharacteristicPoints>
-          </SurfaceLine2>
-          <SensorLocation Key="647" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS3 10-10" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
-            <Group Key="648" ID="3">
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-                <Sensor Key="649" ID="13" Depth="100" RelativeLocation="99.8" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-1" />
-                <Sensor Key="650" ID="14" Depth="98" RelativeLocation="102.6" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-2" />
-                <Sensor Key="651" ID="15" Depth="95" RelativeLocation="135" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 3-3" />
-                <Sensor Key="652" ID="16" Depth="83" RelativeLocation="135" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 3-4" />
-                <Sensor Key="653" ID="17" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS sealevel 3" />
-                <Sensor Key="654" ID="18" Depth="95" RelativeLocation="200" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 3" />
-              </SensorArray>
-            </Group>
-          </SensorLocation>
-          <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-          <Scenarios>
-            <Scenario Key="655" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="574">
-              <CalculationResults />
-              <Errors />
-              <ModelFactors Key="656" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" 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]]">
-        <SurfaceLines RefKey="440" />
-        <SurfaceLines RefKey="526" />
-        <SurfaceLines RefKey="611" />
-        <SurfaceLines RefKey="307" />
-        <SurfaceLines RefKey="370" />
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-      <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3110, Culture=neutral, PublicKeyToken=null]]" />
-      <SoilList RefKey="46" />
-      <DamSoils>
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-        <DamSoil RefKey="51" />
-        <DamSoil RefKey="55" />
-        <DamSoil RefKey="59" />
-        <DamSoil RefKey="63" />
-        <DamSoil RefKey="67" />
-        <DamSoil RefKey="71" />
-        <DamSoil RefKey="75" />
-        <DamSoil RefKey="79" />
-        <DamSoil RefKey="83" />
-        <DamSoil RefKey="87" />
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-        <DamSoil RefKey="95" />
-        <DamSoil RefKey="99" />
-        <DamSoil RefKey="103" />
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-        <DamSoil RefKey="111" />
-        <DamSoil RefKey="115" />
-        <DamSoil RefKey="119" />
-        <DamSoil RefKey="123" />
-        <DamSoil RefKey="127" />
-        <DamSoil RefKey="131" />
-        <DamSoil RefKey="135" />
-        <DamSoil RefKey="139" />
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-        <DamSoil RefKey="151" />
-        <DamSoil RefKey="155" />
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-        <DamSoil RefKey="167" />
-        <DamSoil RefKey="171" />
-        <DamSoil RefKey="175" />
-        <DamSoil RefKey="179" />
-        <DamSoil RefKey="183" />
-        <DamSoil RefKey="187" />
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-        <DamSoil RefKey="199" />
-        <DamSoil RefKey="203" />
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-        <DamSoil RefKey="223" />
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-        <DamSoil RefKey="231" />
-        <DamSoil RefKey="235" />
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-        <DamSoil RefKey="247" />
-        <DamSoil RefKey="251" />
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-        <DamSoil RefKey="287" />
-        <DamSoil RefKey="291" />
-        <DamSoil RefKey="295" />
-        <DamSoil RefKey="299" />
-        <DamSoil RefKey="303" />
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-      <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
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-        <Aquifer Key="658" StixFileName="8_8_SingaporeCrossSection.stix" LayerName="L 1" />
-        <Aquifer Key="659" StixFileName="10_10_SingaporeCrossSection.stix" LayerName="L 1" />
-        <Aquifer Key="660" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 1" />
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-        <Aquifer Key="665" StixFileName="Section3_SingaporeCrossSection.stix" LayerName="L 1" />
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+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="85" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="86" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="87" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="88" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="89" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="90" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="91" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="92" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="93" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="94" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="95" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="96" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="97" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="98" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="FC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.17" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="99" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="100" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="101" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="102" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="103" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="104" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="105" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="106" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="107" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="108" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="109" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="110" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="111" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="112" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="113" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="114" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="115" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="116" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="117" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="118" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="119" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="120" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="121" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="122" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Good Earth 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="123" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="124" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="125" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="126" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="127" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="128" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="129" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="130" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="131" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="132" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="133" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="134" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16.3" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (L) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16.3" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="16.4" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="135" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="136" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="137" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="138" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="139" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="140" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="141" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="142" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="16" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="LMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="16" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15.7" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="143" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="144" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="145" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="146" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil (L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="147" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="148" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="149" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="150" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="151" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="152" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="153" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="154" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Residual Soil 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="1" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="155" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="156" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="157" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="158" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="159" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="160" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="161" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="162" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="163" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="164" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="165" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="166" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="167" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="168" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="169" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="170" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="171" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="172" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="173" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="174" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Revetment BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="25" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="175" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="176" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="177" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="178" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="179" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="180" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="181" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="182" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.64" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="183" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="184" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="185" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="186" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="19.77" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="187" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="188" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="189" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="190" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 83.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="191" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="192" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="193" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="194" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="RS(L) above 90.3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="18.63" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="24.7" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="195" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="196" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="197" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="198" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="199" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="200" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="201" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="202" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="203" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="204" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="205" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="206" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="207" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="208" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="209" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="210" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="211" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="212" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="213" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="214" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.7" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.3" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="215" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="216" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="217" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="218" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="219" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="220" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="221" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="222" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="17.64" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand AW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="223" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="224" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="225" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="226" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="227" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="228" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="229" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="230" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand BW 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="231" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="232" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="233" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="234" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="17.64" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="24.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="235" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="236" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="237" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="238" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Sand Key 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="23.07" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="239" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="240" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="241" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="242" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="14.5" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="SDF" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="14.5" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="35" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="243" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="244" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="245" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="246" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="20.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="247" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="248" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="249" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="250" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="19.85" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="Tekong (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="19.85" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="0" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="15" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="251" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="252" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="253" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="254" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) (d) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="255" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="256" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="257" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="258" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (L) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="15" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="259" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="260" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="261" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="262" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="263" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="264" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="265" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="266" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC (M) 8-8 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.9" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="10" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="267" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="268" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="269" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="270" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="271" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="272" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="273" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="274" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="275" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="276" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="277" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="278" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="279" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="280" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="281" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="282" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="283" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="284" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="285" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="286" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.25" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(L) 3-3 (diep) (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.25" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="13.54" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="287" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="288" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="289" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="290" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 10-10" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="291" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="292" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="293" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="294" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 10-10 (1)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="295" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="296" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="297" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="298" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 3-3" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="299" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="300" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="301" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="302" StateParameter="NaN" UseSoilType="False" PermeabKx="0.001" CuPassiveTop="NaN" RestSlope="NaN" Iterations="0" FormReferencePn="NaN" BelowPhreaticLevel="15.1" Pn="NaN" CuActiveBottom="NaN" DiameterD70="0.00019999999999999998" PorePressureFactor="NaN" DiameterD15="NaN" FlowWidth="NaN" ParS2="NaN" Name="UMC(M) 3-3 (bu)" CuActiveTop="NaN" DilatancyType="Phi" CuBottom="NaN" AbovePhreaticLevel="15.1" RRatio="NaN" CuPassiveBottom="NaN" FrictionAngle="12.23" StrengthIncreaseExponent="NaN" DiameterD50="NaN" EMod="NaN" SoilType="Loam" AlphaGrd="NaN" CorrelationCPhi="NaN" ComputedPermeability="NaN" DiameterD90="NaN" MinPorosity="NaN" Description="" Evoldm="NaN" SoilGroup="0" ParM="NaN" UseDefaultShearStrengthModel="False" ParV="NaN" Color="Color [A=255, R=255, G=255, B=255]" UseDefaultProbabilisticValues="True" UseDefaultShearStrengthInput="True" ExcessPorePressure="NaN" InputModeReliabilityAnalysisOption="Mean" TrafficLoadDegreeOfConsolidation="100" DryUnitWeight="NaN" UsePop="True" ShearStrengthModel="CPhi" Cohesion="0" CuGradient="NaN" POP="0" BeddingAngle="NaN" WhitesConstant="NaN" OCR="NaN" Alpha="NaN" Equilibrium="False" RatioCuPc="NaN" CalculationPoints="0" Vwal="NaN" RatioCuPcPassive="NaN" Porosity="NaN" MaxPorosity="NaN" RatioCuPcActive="NaN" Ks0="NaN" Cu="NaN" GammaKorrel="NaN" ParR="NaN" CuTop="NaN" ParU="NaN">
+              <StressTable Key="303" Description="" NumberOfTest="0" Name="">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="304" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="305" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+          </Soils>
+          <AquiferDictionary />
+        </SoilList>
+        <SurfaceLine2 Key="306" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
+          <Geometry Key="307" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="308" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="309" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
+              <Point Key="310" Description="" X="17" Y="0" Z="102.5" Name=" " />
+              <Point Key="311" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="312" Description="" X="24" Y="0" Z="102.5" Name=" " />
+              <Point Key="313" Description="" X="25" Y="0" Z="102.5" Name=" " />
+              <Point Key="314" Description="" X="37.33" Y="0" Z="98.7" Name=" " />
+              <Point Key="315" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
+              <Point Key="316" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="317" Description="" X="47.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="318" Description="" X="51.33" Y="0" Z="96.29" Name=" " />
+              <Point Key="319" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
+              <Point Key="320" Description="" X="57.33" Y="0" Z="98.29" Name=" " />
+              <Point Key="321" Description="" X="85" Y="0" Z="98.29" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="322" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="308" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="323" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="309" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="324" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="310" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="325" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="311" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="326" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="312" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="327" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="313" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="328" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="314" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="329" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="315" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="330" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="316" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="331" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="317" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="332" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="318" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="333" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="319" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="334" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="320" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="335" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="321" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="336" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="CD CS1 X1" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="337" ID="4">
+            <SensorArray Dimension="1" Bounds="4">
+              <Sensor Key="338" ID="19" Depth="98" RelativeLocation="25" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 1-1" />
+              <Sensor Key="339" ID="20" Depth="96.6" RelativeLocation="37.33" XRd="0" YRd="0" ZRd="96.6" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 1-2" />
+              <Sensor Key="340" ID="21" Depth="98.7" RelativeLocation="0" XRd="0" YRd="0" ZRd="98.7" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS cutoff drainlevel 1" />
+              <Sensor Key="341" ID="22" Depth="96.6" RelativeLocation="85" XRd="0" YRd="0" ZRd="96.6" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 4" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="342" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="13">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="343" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="344" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="1000" NewDepthDitch="1" Segment="11" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="345" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
+          <Geometry Key="346" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="347" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="348" Description="" X="5.64" Y="0" Z="98.7" Name=" " />
+              <Point Key="349" Description="" X="17.017" Y="0" Z="102.5" Name=" " />
+              <Point Key="350" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="351" Description="" X="24" Y="0" Z="102.5" Name=" " />
+              <Point Key="352" Description="" X="25" Y="0" Z="102.5" Name=" " />
+              <Point Key="353" Description="" X="58.93" Y="0" Z="91.19" Name=" " />
+              <Point Key="354" Description="" X="60.43" Y="0" Z="91.19" Name=" " />
+              <Point Key="355" Description="" X="61.93" Y="0" Z="90.79" Name=" " />
+              <Point Key="356" Description="" X="62.2" Y="0" Z="90.79" Name=" " />
+              <Point Key="357" Description="" X="90" Y="0" Z="90.79" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="358" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="347" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="359" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="348" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="360" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="349" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="361" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="350" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="362" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="351" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="363" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="352" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="364" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="353" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="365" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="354" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="366" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="355" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="367" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="356" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="368" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="357" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="369" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
+          <Geometry Key="370" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="371" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="372" Description="" X="5.64" Y="0" Z="98.7" Name=" " />
+              <Point Key="373" Description="" X="17.017" Y="0" Z="102.5" Name=" " />
+              <Point Key="374" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="375" Description="" X="24" Y="0" Z="102.5" Name=" " />
+              <Point Key="376" Description="" X="25" Y="0" Z="102.5" Name=" " />
+              <Point Key="377" Description="" X="58.93" Y="0" Z="91.19" Name=" " />
+              <Point Key="378" Description="" X="60.43" Y="0" Z="91.19" Name=" " />
+              <Point Key="379" Description="" X="61.93" Y="0" Z="90.79" Name=" " />
+              <Point Key="380" Description="" X="62.2" Y="0" Z="90.79" Name=" " />
+              <Point Key="381" Description="" X="90" Y="0" Z="90.79" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="382" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="371" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="383" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="372" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="384" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="373" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="385" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="374" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="386" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="375" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="387" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="376" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="388" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="377" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="389" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="378" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="390" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="379" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="391" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="380" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="392" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="381" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="393" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="CD CS2 X3" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="394" ID="5">
+            <SensorArray Dimension="1" Bounds="4">
+              <Sensor Key="395" ID="23" Depth="97" RelativeLocation="25" XRd="0" YRd="0" ZRd="97" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 2-1" />
+              <Sensor Key="396" ID="24" Depth="87" RelativeLocation="65" XRd="0" YRd="0" ZRd="87" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="CD CS 2-2" />
+              <Sensor Key="397" ID="25" Depth="98.7" RelativeLocation="0" XRd="0" YRd="0" ZRd="98.7" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS cutoff drainlevel 2" />
+              <Sensor Key="398" ID="26" Depth="97" RelativeLocation="90" XRd="0" YRd="0" ZRd="97" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 5" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="399" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="344">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="400" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="401" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
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+          <Geometry Key="403" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
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+          </Geometry>
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="434" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="416" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="435" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="417" IsPointOnSurfaceLine="True" />
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+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="439" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS1 3-3">
+          <Geometry Key="440" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
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+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="460" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="443" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="461" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="444" IsPointOnSurfaceLine="True" />
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+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="476" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS1 3-3" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="477" ID="1">
+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="478" ID="1" Depth="100" RelativeLocation="139.5" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-1" />
+              <Sensor Key="479" ID="2" Depth="98" RelativeLocation="142.3" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-2" />
+              <Sensor Key="480" ID="3" Depth="95" RelativeLocation="175" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 1-3" />
+              <Sensor Key="481" ID="4" Depth="83" RelativeLocation="175" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 1-4" />
+              <Sensor Key="482" ID="5" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 1" />
+              <Sensor Key="483" ID="6" Depth="95" RelativeLocation="250" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 1" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="484" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="401">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="485" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="486" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="100" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="487" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
+          <Geometry Key="488" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
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+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="525" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
+          <Geometry Key="526" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
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+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="545" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="527" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="546" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="528" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="547" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="529" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="548" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="530" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="549" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="531" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="550" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="532" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="551" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="533" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="552" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="534" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="553" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="535" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="554" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="536" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="555" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="537" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="556" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="538" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="557" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="539" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="558" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="540" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="559" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="541" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="560" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="542" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="561" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="543" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="562" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="544" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="563" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS2 8-8" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="564" ID="2">
+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="565" ID="7" Depth="100" RelativeLocation="166.18" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-1" />
+              <Sensor Key="566" ID="8" Depth="98" RelativeLocation="169" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-2" />
+              <Sensor Key="567" ID="9" Depth="95" RelativeLocation="205" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 2-3" />
+              <Sensor Key="568" ID="10" Depth="83" RelativeLocation="205" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 2-4" />
+              <Sensor Key="569" ID="11" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1" Name="EWS sealevel 2" />
+              <Sensor Key="570" ID="12" Depth="95" RelativeLocation="290" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1" Name="EWS polderlevel 2" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="571" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="486">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="572" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+          </Scenario>
+        </Scenarios>
+      </Location>
+      <Location Key="573" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="45" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="574" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
+          <Geometry Key="575" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="576" Description="" X="0" Y="0" Z="96.93" Name=" " />
+              <Point Key="577" Description="" X="38.13" Y="0" Z="96.93" Name=" " />
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+              <Point Key="592" Description="" X="200" Y="0" Z="98.3" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="593" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="576" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="594" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="577" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="595" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="578" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="596" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="579" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="597" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="580" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="598" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="581" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="599" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="582" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="600" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="583" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="601" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="584" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="602" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="585" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="603" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="586" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="604" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="587" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="605" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="588" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="606" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="589" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="607" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="590" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="608" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="591" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="609" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="592" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </LocalXZSurfaceLine2>
+        <SurfaceLine2 Key="610" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
+          <Geometry Key="611" OriginalXy="16" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+            <Points>
+              <Point Key="612" Description="" X="-80" Y="0" Z="96.93" Name=" " />
+              <Point Key="613" Description="" X="-41.87" Y="0" Z="96.93" Name=" " />
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+              <Point Key="615" Description="" X="-12.265" Y="0" Z="98.05" Name=" " />
+              <Point Key="616" Description="" X="-8.265" Y="0" Z="98.05" Name=" " />
+              <Point Key="617" Description="" X="13.79" Y="0" Z="105.4" Name=" " />
+              <Point Key="618" Description="" X="14.794" Y="0" Z="105.4" Name=" " />
+              <Point Key="619" Description="" X="28.794" Y="0" Z="105.4" Name=" " />
+              <Point Key="620" Description="" X="30.8" Y="0" Z="105.4" Name=" " />
+              <Point Key="621" Description="" X="52.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="622" Description="" X="58.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="623" Description="" X="60.23" Y="0" Z="97.6" Name=" " />
+              <Point Key="624" Description="" X="64.133" Y="0" Z="96.3" Name=" " />
+              <Point Key="625" Description="" X="66.133" Y="0" Z="96.3" Name=" " />
+              <Point Key="626" Description="" X="70" Y="0" Z="97.6" Name=" " />
+              <Point Key="627" Description="" X="72.133" Y="0" Z="98.3" Name=" " />
+              <Point Key="628" Description="" X="120" Y="0" Z="98.3" Name=" " />
+            </Points>
+          </Geometry>
+          <CharacteristicPoints>
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="629" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="612" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="630" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="613" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="631" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="614" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="632" Name=" " Description="" CharacteristicPointType="ShoulderTopOutside" GeometryPoint="615" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="633" Name=" " Description="" CharacteristicPointType="ShoulderBaseOutside" GeometryPoint="616" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="634" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="617" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="635" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="618" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="636" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="619" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="637" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="620" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="638" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="621" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="639" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="622" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="640" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="623" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="641" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="624" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="642" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="625" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="643" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="626" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="644" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="627" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="645" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="628" IsPointOnSurfaceLine="True" />
+          </CharacteristicPoints>
+        </SurfaceLine2>
+        <SensorLocation Key="646" SourceTypePl3="Sensor" SourceTypePl4="Ignore" SourceTypePl1WaterLevelAtRiver="Sensor" Alias="SD CS3 10-10" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="Ignore" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="Ignore" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="Ignore" SourceTypePl1WaterLevelAtPolder="Sensor" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="Ignore">
+          <Group Key="647" ID="3">
+            <SensorArray Dimension="1" Bounds="6">
+              <Sensor Key="648" ID="13" Depth="100" RelativeLocation="99.8" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-1" />
+              <Sensor Key="649" ID="14" Depth="98" RelativeLocation="102.6" XRd="0" YRd="0" ZRd="98" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1;PL3" Name="SD CS 3-2" />
+              <Sensor Key="650" ID="15" Depth="95" RelativeLocation="135" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL1" Name="SD CS 3-3" />
+              <Sensor Key="651" ID="16" Depth="83" RelativeLocation="135" XRd="0" YRd="0" ZRd="83" RelativeLocationSpecified="True" Type="PiezometricHead" PLLineMappings="PL3" Name="SD CS 3-4" />
+              <Sensor Key="652" ID="17" Depth="100" RelativeLocation="0" XRd="0" YRd="0" ZRd="100" RelativeLocationSpecified="True" Type="WaterLevel" PLLineMappings="PL1;PL3" Name="EWS sealevel 3" />
+              <Sensor Key="653" ID="18" Depth="95" RelativeLocation="200" XRd="0" YRd="0" ZRd="95" RelativeLocationSpecified="True" Type="PolderLevel" PLLineMappings="PL1;PL3" Name="EWS polderlevel 3" />
+            </SensorArray>
+          </Group>
+        </SensorLocation>
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <Scenarios>
+          <Scenario Key="654" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="573">
+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="655" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" 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=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]">
+      <SurfaceLines RefKey="439" />
+      <SurfaceLines RefKey="525" />
+      <SurfaceLines RefKey="610" />
+      <SurfaceLines RefKey="306" />
+      <SurfaceLines RefKey="369" />
+    </SurfaceLines2>
+    <SoilProfiles type="System.Collections.Generic.List`1[[Deltares.Geotechnics.Soils.SoilProfile1D, Deltares.Geotechnics, Version=25.3.0.3116, Culture=neutral, PublicKeyToken=null]]" />
+    <DamSoils>
+      <DamSoil RefKey="46" />
+      <DamSoil RefKey="50" />
+      <DamSoil RefKey="54" />
+      <DamSoil RefKey="58" />
+      <DamSoil RefKey="62" />
+      <DamSoil RefKey="66" />
+      <DamSoil RefKey="70" />
+      <DamSoil RefKey="74" />
+      <DamSoil RefKey="78" />
+      <DamSoil RefKey="82" />
+      <DamSoil RefKey="86" />
+      <DamSoil RefKey="90" />
+      <DamSoil RefKey="94" />
+      <DamSoil RefKey="98" />
+      <DamSoil RefKey="102" />
+      <DamSoil RefKey="106" />
+      <DamSoil RefKey="110" />
+      <DamSoil RefKey="114" />
+      <DamSoil RefKey="118" />
+      <DamSoil RefKey="122" />
+      <DamSoil RefKey="126" />
+      <DamSoil RefKey="130" />
+      <DamSoil RefKey="134" />
+      <DamSoil RefKey="138" />
+      <DamSoil RefKey="142" />
+      <DamSoil RefKey="146" />
+      <DamSoil RefKey="150" />
+      <DamSoil RefKey="154" />
+      <DamSoil RefKey="158" />
+      <DamSoil RefKey="162" />
+      <DamSoil RefKey="166" />
+      <DamSoil RefKey="170" />
+      <DamSoil RefKey="174" />
+      <DamSoil RefKey="178" />
+      <DamSoil RefKey="182" />
+      <DamSoil RefKey="186" />
+      <DamSoil RefKey="190" />
+      <DamSoil RefKey="194" />
+      <DamSoil RefKey="198" />
+      <DamSoil RefKey="202" />
+      <DamSoil RefKey="206" />
+      <DamSoil RefKey="210" />
+      <DamSoil RefKey="214" />
+      <DamSoil RefKey="218" />
+      <DamSoil RefKey="222" />
+      <DamSoil RefKey="226" />
+      <DamSoil RefKey="230" />
+      <DamSoil RefKey="234" />
+      <DamSoil RefKey="238" />
+      <DamSoil RefKey="242" />
+      <DamSoil RefKey="246" />
+      <DamSoil RefKey="250" />
+      <DamSoil RefKey="254" />
+      <DamSoil RefKey="258" />
+      <DamSoil RefKey="262" />
+      <DamSoil RefKey="266" />
+      <DamSoil RefKey="270" />
+      <DamSoil RefKey="274" />
+      <DamSoil RefKey="278" />
+      <DamSoil RefKey="282" />
+      <DamSoil RefKey="286" />
+      <DamSoil RefKey="290" />
+      <DamSoil RefKey="294" />
+      <DamSoil RefKey="298" />
+      <DamSoil RefKey="302" />
+    </DamSoils>
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Aquifer Key="656" StixFileName="3_3_SingaporeCrossSection.stix" LayerName="L 1" />
+      <Aquifer Key="657" StixFileName="8_8_SingaporeCrossSection.stix" LayerName="L 1" />
+      <Aquifer Key="658" StixFileName="10_10_SingaporeCrossSection.stix" LayerName="L 1" />
+      <Aquifer Key="659" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 1" />
+      <Aquifer Key="660" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 2" />
+      <Aquifer Key="661" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 3" />
+      <Aquifer Key="662" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 5" />
+      <Aquifer Key="663" StixFileName="Section1_SingaporeCrossSection.stix" LayerName="L 9" />
+      <Aquifer Key="664" StixFileName="Section3_SingaporeCrossSection.stix" LayerName="L 1" />
+    </Aquifers>
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, 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="45" />
+  </Dike>
+  <DamProjectCalculationSpecification Key="665" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="667" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="668" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="669" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="670" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" />
+      <DamCalculationSpecification Key="666" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <StabilityParameters Key="667" IsStabilityCheckOnUplift="False">
+          <MStabParameters Key="668" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
+            <SlipCircleDefinition Key="669" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="666" />
           </MStabParameters>
         </StabilityParameters>
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <WaterBoardJob type="Deltares.Dam.Data.WaterBoardJob" Key="671" Run="False" Name="WaterBoard" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.DikeJob" Key="672" Run="False" Name="Dike from CSV" Subject="13">
-        <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]">
-          <Job type="Deltares.Dam.Data.LocationJob" Key="673" Name="CD CS1 X1" Run="False" Subject="14">
-            <WaterLevelTimeSerie Key="674" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="675">
-              <StabilityTimeSerie Key="676" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="677" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="678" Name="CD CS2 X3" Run="False" Subject="345">
-            <WaterLevelTimeSerie Key="679" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="680">
-              <StabilityTimeSerie Key="681" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="682" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="683" Name="SD CS1 3-3" Run="False" Subject="402">
-            <WaterLevelTimeSerie Key="684" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="685">
-              <StabilityTimeSerie Key="686" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="687" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="688" Name="SD CS2 8-8" Run="False" Subject="487">
-            <WaterLevelTimeSerie Key="689" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="690">
-              <StabilityTimeSerie Key="691" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="692" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-          <Job type="Deltares.Dam.Data.LocationJob" Key="693" Name="SD CS3 10-10" Run="False" Subject="574">
-            <WaterLevelTimeSerie Key="694" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-              <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-            </WaterLevelTimeSerie>
-            <LocationResult Key="695">
-              <StabilityTimeSerie Key="696" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </StabilityTimeSerie>
-              <PipingTimeSerie Key="697" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-                <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-              </PipingTimeSerie>
-            </LocationResult>
-          </Job>
-        </Jobs>
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="670" Run="False" Name="Dijkring" Subject="2">
+    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="671" Name="CD CS1 X1" Run="False" Subject="13">
+        <WaterLevelTimeSerie Key="672" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="673">
+          <StabilityTimeSerie Key="674" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="675" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
       </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="676" Name="CD CS2 X3" Run="False" Subject="344">
+        <WaterLevelTimeSerie Key="677" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="678">
+          <StabilityTimeSerie Key="679" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="680" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="681" Name="SD CS1 3-3" Run="False" Subject="401">
+        <WaterLevelTimeSerie Key="682" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="683">
+          <StabilityTimeSerie Key="684" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="685" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="686" Name="SD CS2 8-8" Run="False" Subject="486">
+        <WaterLevelTimeSerie Key="687" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="688">
+          <StabilityTimeSerie Key="689" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="690" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
+      <Job type="Deltares.Dam.Data.LocationJob" Key="691" Name="SD CS3 10-10" Run="False" Subject="573">
+        <WaterLevelTimeSerie Key="692" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        </WaterLevelTimeSerie>
+        <LocationResult Key="693">
+          <StabilityTimeSerie Key="694" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </StabilityTimeSerie>
+          <PipingTimeSerie Key="695" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+          </PipingTimeSerie>
+        </LocationResult>
+      </Job>
     </Jobs>
-  </WaterBoardJob>
-  <SensorData Key="698">
-    <Sensors>
-      <Sensor RefKey="339" />
-      <Sensor RefKey="340" />
-      <Sensor RefKey="341" />
-      <Sensor RefKey="342" />
-      <Sensor RefKey="396" />
-      <Sensor RefKey="397" />
-      <Sensor RefKey="398" />
-      <Sensor RefKey="399" />
-      <Sensor RefKey="479" />
-      <Sensor RefKey="480" />
-      <Sensor RefKey="481" />
-      <Sensor RefKey="482" />
-      <Sensor RefKey="483" />
-      <Sensor RefKey="484" />
-      <Sensor RefKey="566" />
-      <Sensor RefKey="567" />
-      <Sensor RefKey="568" />
-      <Sensor RefKey="569" />
-      <Sensor RefKey="570" />
-      <Sensor RefKey="571" />
-      <Sensor RefKey="649" />
-      <Sensor RefKey="650" />
-      <Sensor RefKey="651" />
-      <Sensor RefKey="652" />
-      <Sensor RefKey="653" />
-      <Sensor RefKey="654" />
-    </Sensors>
-    <SensorGroups>
-      <SensorGroup RefKey="338" />
-      <SensorGroup RefKey="395" />
-      <SensorGroup RefKey="478" />
-      <SensorGroup RefKey="565" />
-      <SensorGroup RefKey="648" />
-    </SensorGroups>
-    <SensorLocations>
-      <SensorLocation RefKey="337" />
-      <SensorLocation RefKey="394" />
-      <SensorLocation RefKey="477" />
-      <SensorLocation RefKey="564" />
-      <SensorLocation RefKey="647" />
-    </SensorLocations>
-  </SensorData>
+  </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="699" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="700" Name="SD CS1 3-3">
+      <Source type="Deltares.Dam.Data.Location" Key="696" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="697" Name="SD CS1 3-3">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="701" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="698" SoilGeometry2DName="3_3_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="702" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="699">
+          <Scenario Key="699" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="696">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="703" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="700" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="704" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="100" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="705" Name="SD CS2 8-8">
+      <Source type="Deltares.Dam.Data.Location" Key="701" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="100" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="702" Name="SD CS2 8-8">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="706" SoilGeometry2DName="8_8_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="703" SoilGeometry2DName="8_8_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="707" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="704">
+          <Scenario Key="704" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="701">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="708" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="705" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="709" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="710" Name="SD CS3 10-10">
+      <Source type="Deltares.Dam.Data.Location" Key="706" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="200" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="707" Name="SD CS3 10-10">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="711" SoilGeometry2DName="10_10_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="708" SoilGeometry2DName="10_10_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="712" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="709">
+          <Scenario Key="709" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="706">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="713" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="710" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="714" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="500" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="Dike from CSV" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="715" Name="CD CS1 X1">
+      <Source type="Deltares.Dam.Data.Location" Key="711" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="500" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="712" Name="CD CS1 X1">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="716" SoilGeometry2DName="Section1_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="713" SoilGeometry2DName="Section1_SingaporeCrossSection.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="717" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="714">
+          <Scenario Key="714" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="711">
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+            <ModelFactors Key="715" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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-        <Segment Key="720" Name="CD CS2 X3">
+      <Source type="Deltares.Dam.Data.Location" Key="716" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="1000" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
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           <SoilProfileProbabilities>
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-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=25.1.0.6825, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
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+          <Scenario Key="719" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="716">
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+    <DataSource Modifications="Name;SoilProfile;SurfaceLine2;SurfaceLine;DikeEmbankmentMaterial:User;User;User;User;User">
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+          <Layers>
+            <Layer Key="1178" MaintainLayerOrder="False" TopLevel="102.5" Id="" Soil="102" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Soil Layer" />
+          </Layers>
+          <PreconsolidationStresses />
+          <Location type="Deltares.Geographic.GeographicPoint" Key="1179" X="NaN" Y="NaN" />
+        </SoilProfile>
+        <Geometry Key="1180" Right="85" Description="" Left="0" Bottom="-10" Name="">
+          <Points>
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+            </Loop>
+          </Loops>
+          <Surfaces>
+            <Surface Key="1214" OuterLoop="1213" Description="" Name="">
+              <InnerLoops />
+            </Surface>
+          </Surfaces>
+        </Geometry>
+        <Location type="Deltares.Geographic.GeographicPoint" RefKey="1179" />
+      </Source>
+    </DataSource>
+    <DataSource Source="1177" Modifications="Name:User" />
+    <DataSource Source="1178" Modifications="Name;Soil:User;User" />
   </DataSources>
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+    <SensorGroups>
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+    <SensorLocations>
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+      <SensorLocation RefKey="476" />
+      <SensorLocation RefKey="563" />
+      <SensorLocation RefKey="646" />
+    </SensorLocations>
+  </SensorData>
 </DamProjectData>
\ No newline at end of file