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"?>
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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\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]]">
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         <SoilProfileProbabilities>
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@@ -24,3603 +24,3949 @@
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-              <Soil type="Deltares.Dam.Data.DamSoil" Key="264" 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="265" Description="" NumberOfTest="0" Name="Klei_dijkm_h">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="266" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="267" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="268" 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="269" Description="" NumberOfTest="0" Name="Klei_dijkm_z_s">
-                  <SigmaTaus>
-                    <SigmaTau Key="270" Sigma="0" Tau="4.2" TauCharacteristic="0" TauMean="0" />
-                    <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" />
-                  </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="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>
-              </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="15.3" 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>
-              </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="15.4" 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" />
-                    <SigmaTau Key="344" Sigma="100" Tau="74" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="345" Sigma="200" Tau="148" TauCharacteristic="0" TauMean="0" />
-                  </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="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="349" Description="" NumberOfTest="0" Name="K_Klei_dijkm_h">
-                  <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="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="353" Description="" NumberOfTest="0" Name="K_Klei_dijkm_z_s">
-                  <SigmaTaus>
-                    <SigmaTau Key="354" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="355" Sigma="6.3" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="356" Sigma="75" Tau="59.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="357" Sigma="100" Tau="79" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="358" Sigma="200" Tau="158" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="359" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="360" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="361" 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="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="362" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2_-5,5">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="363" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="364" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="365" 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="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="366" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2n_dijk">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="367" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="368" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="369" 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="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="370" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2o_dijk">
-                  <SigmaTaus />
-                </StressTable>
-                <BondStressTable Key="371" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="372" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="373" 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="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="374" Description="" NumberOfTest="0" Name="K_Klei_o_veen_szhn_dijk">
-                  <SigmaTaus>
-                    <SigmaTau Key="375" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="376" Sigma="5" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="377" Sigma="75" Tau="45.4" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="378" Sigma="100" Tau="59.8" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="379" Sigma="200" Tau="117.6" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="380" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="381" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
-                </SuTable>
-              </Soil>
-              <Soil type="Deltares.Dam.Data.DamSoil" Key="382" 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_o_veen s_z_h_o_dij" 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="383" Description="" NumberOfTest="0" Name="K_Klei_o_veen_szho_dijk">
-                  <SigmaTaus>
-                    <SigmaTau Key="384" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="385" Sigma="3.4" Tau="5" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="386" Sigma="75" Tau="49.2" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="387" Sigma="100" Tau="64.7" TauCharacteristic="0" TauMean="0" />
-                    <SigmaTau Key="388" Sigma="200" Tau="126.4" TauCharacteristic="0" TauMean="0" />
-                  </SigmaTaus>
-                </StressTable>
-                <BondStressTable Key="389" Description="" Name="">
-                  <BondStresses />
-                </BondStressTable>
-                <SuTable Key="390" Description="" NumberOfTest="0" Name="">
-                  <SigmaSus />
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+                </SigmaTaus>
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+                <SigmaTaus />
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+                <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>
+            <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="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="361" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2_-5,5">
+                <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="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="365" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2n_dijk">
+                <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="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="369" Description="" NumberOfTest="0" Name="K_Klei_o_veen_sh2o_dijk">
+                <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="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="373" Description="" NumberOfTest="0" Name="K_Klei_o_veen_szhn_dijk">
+                <SigmaTaus>
+                  <SigmaTau Key="374" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="375" Sigma="5" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="376" Sigma="75" Tau="45.4" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="377" Sigma="100" Tau="59.8" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="378" Sigma="200" Tau="117.6" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="379" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="380" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="381" 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_o_veen s_z_h_o_dij" 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="382" Description="" NumberOfTest="0" Name="K_Klei_o_veen_szho_dijk">
+                <SigmaTaus>
+                  <SigmaTau Key="383" Sigma="0" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="384" Sigma="3.4" Tau="5" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="385" Sigma="75" Tau="49.2" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="386" Sigma="100" Tau="64.7" TauCharacteristic="0" TauMean="0" />
+                  <SigmaTau Key="387" Sigma="200" Tau="126.4" TauCharacteristic="0" TauMean="0" />
+                </SigmaTaus>
+              </StressTable>
+              <BondStressTable Key="388" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="389" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
+              </SuTable>
+            </Soil>
+            <Soil type="Deltares.Dam.Data.DamSoil" Key="390" 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="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="391" Description="" NumberOfTest="0" Name="K_Klei_wadz_gelaagd_od">
+                <SigmaTaus />
+              </StressTable>
+              <BondStressTable Key="392" Description="" Name="">
+                <BondStresses />
+              </BondStressTable>
+              <SuTable Key="393" Description="" NumberOfTest="0" Name="">
+                <SigmaSus />
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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]]" />
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+            <CalculationResults />
+            <Errors />
+            <ModelFactors Key="1275" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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+      </Location>
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+          <Geometry Key="1278" OriginalXy="14" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
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+        <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">
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+            </SensorArray>
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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="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" />
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+        </Scenarios>
+      </Location>
+    </Locations>
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+      <SurfaceLines RefKey="1418" />
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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]]" />
+    <DamSoils>
+      <DamSoil RefKey="226" />
+      <DamSoil RefKey="233" />
+      <DamSoil RefKey="240" />
+      <DamSoil RefKey="244" />
+      <DamSoil RefKey="248" />
+      <DamSoil RefKey="252" />
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+      <DamSoil RefKey="278" />
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+      <DamSoil RefKey="286" />
+      <DamSoil RefKey="293" />
+      <DamSoil RefKey="300" />
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+      <DamSoil RefKey="330" />
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+      <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">
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+        <LocationResult Key="2059">
+          <StabilityTimeSerie Key="2060" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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+          <PipingTimeSerie Key="2061" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
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     </Jobs>
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-      <SensorLocation RefKey="1713" />
-      <SensorLocation RefKey="1859" />
-      <SensorLocation RefKey="2005" />
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-  </SensorData>
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   <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">
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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]]" />
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+        <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="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">
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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]]" />
+      <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">
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+        <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="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 />
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+            <ModelFactors Key="2093" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
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     <DataSource Modifications="Mean:Csv">
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2094" Owner="226" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="9.8" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
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     </DataSource>
     <DataSource Modifications="Mean:Csv">
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     </DataSource>
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2097" Owner="226" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
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+      <Source type="Deltares.Probabilistic.Stochast" Key="2098" Owner="226" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
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