Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/GrebbedijkStability.xml
===================================================================
diff -u -r3297 -r4000
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/GrebbedijkStability.xml	(.../GrebbedijkStability.xml)	(revision 3297)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/GrebbedijkStability.xml	(.../GrebbedijkStability.xml)	(revision 4000)
@@ -1,206 +1,361 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Operational" FailureMechanismSystemType="0" StabilityModelType="Bishop" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork" CalculationMap="Grebbedijk.Calc" MaxCalculationCores="1">
-  <Locations>
-    <Location SurfaceLineName="grebbedijk1a" SegmentName="grebbedijk1a" Name="grebbedijk1a" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
-      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0" DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="7.5" PolderLevelLow="0" HeadPl2="10.5" HeadPl3="10.5" HeadPl4="10.5" DampingFactorPl3="0.5" DampingFactorPl4="0.5" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0" DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0" DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard" />
-      <DesignScenarios />
-      <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="1.5" />
-      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2" />
-    </Location>
-    <Location SurfaceLineName="grebbedijk3a" SegmentName="grebbedijk3a" Name="grebbedijk3a" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
-      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0" DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="8" PolderLevelLow="0" HeadPl2="11.6" HeadPl3="11.6" HeadPl4="11.6" DampingFactorPl3="0.1" DampingFactorPl4="0.1" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1.05" Pl1BelowCrestPolderside="1.05" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0" DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0" DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard" />
-      <DesignScenarios />
-      <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="1.5" />
-      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2" />
-    </Location>
-    <Location SurfaceLineName="grebbedijk1a" SegmentName="grebbedijk1a" Name="grebbedijk1a" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
-      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0" DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="7.5" PolderLevelLow="0" HeadPl2="10.5" HeadPl3="10.5" HeadPl4="10.5" DampingFactorPl3="0.5" DampingFactorPl4="0.5" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0" DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0" DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard" />
-      <DesignScenarios />
-      <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="1.5" />
-      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2" />
-    </Location>
-    <Location SurfaceLineName="grebbedijk3a" SegmentName="grebbedijk3a" Name="grebbedijk3a" DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
-      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0" DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="8" PolderLevelLow="0" HeadPl2="11.6" HeadPl3="11.6" HeadPl4="11.6" DampingFactorPl3="0.1" DampingFactorPl4="0.1" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1.05" Pl1BelowCrestPolderside="1.05" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0" DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0" DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard" />
-      <DesignScenarios />
-      <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0" MinimumCircleDepth="1.5" />
-      <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2" />
-    </Location>
-  </Locations>
-  <SurfaceLines>
-    <SurfaceLine Name="grebbedijk1a">
-      <Points>
-        <Point X="0" Z="7.4" PointType="1" />
-        <Point X="5.29" Z="5.39" PointType="0" />
-        <Point X="10.05" Z="5.45" PointType="0" />
-        <Point X="15.29" Z="5.48" PointType="0" />
-        <Point X="21.18" Z="5.74" PointType="5" />
-        <Point X="33" Z="11.45" PointType="0" />
-        <Point X="35" Z="12.42" PointType="8" />
-        <Point X="38.9" Z="12.493" PointType="10" />
-        <Point X="41.4" Z="12.54" PointType="11" />
-        <Point X="41.4" Z="12.54" PointType="12" />
-        <Point X="45.24" Z="11.1" PointType="0" />
-        <Point X="49.16" Z="9.35" PointType="0" />
-        <Point X="53.28" Z="7.97" PointType="15" />
-        <Point X="56.07" Z="7.82" PointType="0" />
-        <Point X="65.06" Z="7.6" PointType="0" />
-        <Point X="70.2" Z="7.5" PointType="0" />
-        <Point X="135" Z="7.04" PointType="25" />
-      </Points>
-    </SurfaceLine>
-    <SurfaceLine Name="grebbedijk3a">
-      <Points>
-        <Point X="0" Z="5.6" PointType="1" />
-        <Point X="59" Z="5.6" PointType="0" />
-        <Point X="60.6" Z="5" PointType="0" />
-        <Point X="72.4" Z="5" PointType="0" />
-        <Point X="74" Z="5.648" PointType="0" />
-        <Point X="78.3" Z="5.65" PointType="0" />
-        <Point X="83.69" Z="5.78" PointType="0" />
-        <Point X="88.87" Z="5.06" PointType="5" />
-        <Point X="91.77" Z="8.58" PointType="0" />
-        <Point X="95.05" Z="9.56" PointType="0" />
-        <Point X="98.16" Z="10.67" PointType="0" />
-        <Point X="101.21" Z="11.66" PointType="0" />
-        <Point X="103" Z="12.63" PointType="8" />
-        <Point X="105.8" Z="12.71" PointType="0" />
-        <Point X="106.09" Z="12.706" PointType="10" />
-        <Point X="108.59" Z="12.67" PointType="11" />
-        <Point X="108.59" Z="12.67" PointType="12" />
-        <Point X="110.58" Z="11.87" PointType="0" />
-        <Point X="113.6" Z="10.6" PointType="0" />
-        <Point X="117.78" Z="8.94" PointType="0" />
-        <Point X="120.09" Z="8.51" PointType="15" />
-        <Point X="121.79" Z="8.3" PointType="0" />
-        <Point X="125.27" Z="8.3" PointType="0" />
-        <Point X="125.798" Z="8.3" PointType="16" />
-        <Point X="128.301" Z="5.5" PointType="0" />
-        <Point X="129.364" Z="4.5" PointType="17" />
-        <Point X="152.9" Z="4.5" PointType="18" />
-        <Point X="154" Z="5.5" PointType="0" />
-        <Point X="157.19" Z="8.823" PointType="19" />
-        <Point X="198" Z="8.6" PointType="25" />
-      </Points>
-    </SurfaceLine>
-  </SurfaceLines>
-  <Soils>
-    <Soil Name="Soft Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="14" BelowPhreaticLevel="14" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Medium Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Stiff Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Peat" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="12" BelowPhreaticLevel="12" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Loose Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Dense Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="21" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Gravel" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Loam" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="20" BelowPhreaticLevel="20" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Muck" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="11" BelowPhreaticLevel="11" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Undetermined" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4" FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Klei, zandig" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="19.5" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="6.4" FrictionAngle="24.2" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Zand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19.5" BelowPhreaticLevel="20" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="26.3" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="Klei, veenhoudend" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="15" BelowPhreaticLevel="15" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5.1" FrictionAngle="19.6" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="zand (1)" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19.5" BelowPhreaticLevel="20" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="26.3" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="klei (1)" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4" FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="bermmateriaal_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4" FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-    <Soil Name="dijksmateriaal_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4" FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2" />
-  </Soils>
-  <Segments>
-    <Segment Name="grebbedijk3a">
-      <SoilGeometryProbability SoilProfileName="grebbedijk3a.sti" SoilProfileType="2" SegmentFailureMechanismType="1" Probability="100" />
-    </Segment>
-    <Segment Name="grebbedijk1a">
-      <SoilGeometryProbability SoilProfileName="grebbedijk1a.sti" SoilProfileType="2" SegmentFailureMechanismType="1" Probability="100" />
-    </Segment>
-  </Segments>
-  <SoilProfiles1D />
-  <StabilityParameters SearchMethod="0" GridDetermination="1" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
-  <AquiferSoils>
-    <AquiferSoil Soilname="Soft Clay" IsAquifer="false" />
-    <AquiferSoil Soilname="Medium Clay" IsAquifer="false" />
-    <AquiferSoil Soilname="Stiff Clay" IsAquifer="false" />
-    <AquiferSoil Soilname="Peat" IsAquifer="false" />
-    <AquiferSoil Soilname="Loose Sand" IsAquifer="false" />
-    <AquiferSoil Soilname="Dense Sand" IsAquifer="false" />
-    <AquiferSoil Soilname="Sand" IsAquifer="false" />
-    <AquiferSoil Soilname="Gravel" IsAquifer="false" />
-    <AquiferSoil Soilname="Loam" IsAquifer="false" />
-    <AquiferSoil Soilname="Muck" IsAquifer="false" />
-    <AquiferSoil Soilname="Undetermined" IsAquifer="false" />
-    <AquiferSoil Soilname="Klei" IsAquifer="false" />
-    <AquiferSoil Soilname="Klei, zandig" IsAquifer="false" />
-    <AquiferSoil Soilname="Zand" IsAquifer="true" />
-    <AquiferSoil Soilname="Klei, veenhoudend" IsAquifer="false" />
-    <AquiferSoil Soilname="zand (1)" IsAquifer="true" />
-    <AquiferSoil Soilname="klei (1)" IsAquifer="false" />
-    <AquiferSoil Soilname="bermmateriaal_klei" IsAquifer="false" />
-    <AquiferSoil Soilname="dijksmateriaal_klei" IsAquifer="false" />
-  </AquiferSoils>
-  <OperationalInputTimeSeries>
-    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk1a.HM.buiten" ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00" MissVal="-9999" StationName="Grebbe" Units="m">
-      <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
-      <Entries>
-        <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="6.148" Flag-nietechtgebruikt="0" />
-        <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="6.147" Flag-nietechtgebruikt="0" />
-      </Entries>
-    </TimeSerie>
-    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk1a.HM.binnen" ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00" MissVal="-9999" StationName="grebbedijk1a" Units="m">
-      <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
-      <Entries>
-        <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="8.1" Flag-nietechtgebruikt="2" />
-        <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="8.1" Flag-nietechtgebruikt="2" />
-      </Entries>
-    </TimeSerie>
-    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk3a.HM.buiten" ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00" MissVal="-9999" StationName="Grebbe" Units="m">
-      <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
-      <Entries>
-        <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="6.148" Flag-nietechtgebruikt="0" />
-        <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="6.147" Flag-nietechtgebruikt="0" />
-      </Entries>
-    </TimeSerie>
-    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk3a.HM.binnen" ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00" MissVal="-9999" StationName="grebbedijk3a" Units="m">
-      <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />
-      <Entries>
-        <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="8.3" Flag-nietechtgebruikt="2" />
-        <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="8.3" Flag-nietechtgebruikt="2" />
-      </Entries>
-    </TimeSerie>
-  </OperationalInputTimeSeries>
-  <SensorData>
-    <SensorGroups>
-      <SensorGroup Id="1">
-        <SensorIds SensorId="0" />
-        <SensorIds SensorId="1" />
-      </SensorGroup>
-      <SensorGroup Id="2">
-        <SensorIds SensorId="2" />
-        <SensorIds SensorId="3" />
-      </SensorGroup>
-    </SensorGroups>
-    <Sensors>
-      <Sensor Id="0" RelativeLocation="30" SensorType="1" Name="grebbedijk1a.HM.buiten">
-        <PlLineMapping PLineType="1" />
-      </Sensor>
-      <Sensor Id="1" RelativeLocation="58" SensorType="2" Name="grebbedijk1a.HM.binnen">
-        <PlLineMapping PLineType="1" />
-      </Sensor>
-      <Sensor Id="2" RelativeLocation="102" SensorType="1" Name="grebbedijk3a.HM.buiten">
-        <PlLineMapping PLineType="1" />
-      </Sensor>
-      <Sensor Id="3" RelativeLocation="125" SensorType="2" Name="grebbedijk3a.HM.binnen">
-        <PlLineMapping PLineType="1" />
-      </Sensor>
-    </Sensors>
-    <SensorLocations>
-      <SensorLocation LocationId="grebbedijk1a" SourceTypePl1WaterLevelAtRiver="2" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2" SourceTypePl3="1" SourceTypePl4="1" GroupId="1" />
-      <SensorLocation LocationId="grebbedijk3a" SourceTypePl1WaterLevelAtRiver="2" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2" SourceTypePl3="1" SourceTypePl4="1" GroupId="2" />
-    </SensorLocations>
-  </SensorData>
+<Input DamProjectType="Operational" FailureMechanismSystemType="0" StabilityModelType="Bishop"
+       ProjectPath="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork" CalculationMap="Grebbedijk.Calc"
+       MaxCalculationCores="1">
+    <Locations>
+        <Location SurfaceLineName="grebbedijk1a" SegmentName="grebbedijk1a" Name="grebbedijk1a"
+                  DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+            <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0"
+                                      DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0"/>
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0"
+                           UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="7.5" PolderLevelLow="0"
+                             HeadPl2="10.5" HeadPl3="10.5" HeadPl4="10.5" DampingFactorPl3="0.5" DampingFactorPl4="0.5"
+                             PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1"
+                             Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0"
+                             Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0"
+                             DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0"
+                             DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard"/>
+            <DesignScenarios/>
+            <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\"
+                              SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb"
+                              ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0"
+                              MinimumCircleDepth="1.5"/>
+            <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9"
+                          RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2"/>
+        </Location>
+        <Location SurfaceLineName="grebbedijk3a" SegmentName="grebbedijk3a" Name="grebbedijk3a"
+                  DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+            <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0"
+                                      DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0"/>
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0"
+                           UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="8" PolderLevelLow="0"
+                             HeadPl2="11.6" HeadPl3="11.6" HeadPl4="11.6" DampingFactorPl3="0.1" DampingFactorPl4="0.1"
+                             PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1.05"
+                             Pl1BelowCrestPolderside="1.05" Pl1BelowShoulderCrestPolderside="0"
+                             Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0"
+                             DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0"
+                             DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard"/>
+            <DesignScenarios/>
+            <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\"
+                              SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb"
+                              ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0"
+                              MinimumCircleDepth="1.5"/>
+            <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9"
+                          RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2"/>
+        </Location>
+        <Location SurfaceLineName="grebbedijk1a" SegmentName="grebbedijk1a" Name="grebbedijk1a"
+                  DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+            <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0"
+                                      DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0"/>
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0"
+                           UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="7.5" PolderLevelLow="0"
+                             HeadPl2="10.5" HeadPl3="10.5" HeadPl4="10.5" DampingFactorPl3="0.5" DampingFactorPl4="0.5"
+                             PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1"
+                             Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0"
+                             Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0"
+                             DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0"
+                             DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard"/>
+            <DesignScenarios/>
+            <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\"
+                              SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb"
+                              ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0"
+                              MinimumCircleDepth="1.5"/>
+            <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9"
+                          RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2"/>
+        </Location>
+        <Location SurfaceLineName="grebbedijk3a" SegmentName="grebbedijk3a" Name="grebbedijk3a"
+                  DikeEmbankmentMaterial="dijksmateriaal_klei" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+            <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="0" BoezemLevelTp="0" BoezemLevelHbp="0"
+                                      DetrimentFactor="0" DredgingDepth="0" RegionalBankProtectionBottomLevel="0"/>
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="bermmateriaal_klei" StabilityShoulderGrowSlope="0.3333"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="0" SlopeAdaptionEndCotangent="0" SlopeAdaptionStepCotangent="0"
+                           UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="8" PolderLevelLow="0"
+                             HeadPl2="11.6" HeadPl3="11.6" HeadPl4="11.6" DampingFactorPl3="0.1" DampingFactorPl4="0.1"
+                             PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="1.05"
+                             Pl1BelowCrestPolderside="1.05" Pl1BelowShoulderCrestPolderside="0"
+                             Pl1BelowToeDikePolderside="0" DryPl1BelowDikeTopAtRiver="0"
+                             DryPl1DryBelowDikeTopAtPolder="0" DryPl1BelowShoulderBaseInside="0"
+                             DryPl1DryBelowDikeToeAtPolder="0" IntrusionVerticalWaterPressure="Standard"/>
+            <DesignScenarios/>
+            <StabilityOptions MapForSoilgeometries2D="Grebbedijk.geometries2D.0\"
+                              SoilDatabaseName="D:\src\dam\DamClients\DamLive\trunk\src\bin\Debug\damLiveWork\Grebbedijk0.soilmaterials.mdb"
+                              ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="0"
+                              MinimumCircleDepth="1.5"/>
+            <ModelFactors RequiredSafetyFactorStabilityInnerSlope="1.3" RequiredSafetyFactorStabilityOuterSlope="0.9"
+                          RequiredSafetyFactorPiping="1.2" UpliftCriterionPiping="1.2" UpliftCriterionStability="1.2"/>
+        </Location>
+    </Locations>
+    <SurfaceLines>
+        <SurfaceLine Name="grebbedijk1a">
+            <Points>
+                <Point X="0" Z="7.4" PointType="1"/>
+                <Point X="5.29" Z="5.39" PointType="0"/>
+                <Point X="10.05" Z="5.45" PointType="0"/>
+                <Point X="15.29" Z="5.48" PointType="0"/>
+                <Point X="21.18" Z="5.74" PointType="5"/>
+                <Point X="33" Z="11.45" PointType="0"/>
+                <Point X="35" Z="12.42" PointType="8"/>
+                <Point X="38.9" Z="12.493" PointType="10"/>
+                <Point X="41.4" Z="12.54" PointType="11"/>
+                <Point X="41.4" Z="12.54" PointType="12"/>
+                <Point X="45.24" Z="11.1" PointType="0"/>
+                <Point X="49.16" Z="9.35" PointType="0"/>
+                <Point X="53.28" Z="7.97" PointType="15"/>
+                <Point X="56.07" Z="7.82" PointType="0"/>
+                <Point X="65.06" Z="7.6" PointType="0"/>
+                <Point X="70.2" Z="7.5" PointType="0"/>
+                <Point X="135" Z="7.04" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+        <SurfaceLine Name="grebbedijk3a">
+            <Points>
+                <Point X="0" Z="5.6" PointType="1"/>
+                <Point X="59" Z="5.6" PointType="0"/>
+                <Point X="60.6" Z="5" PointType="0"/>
+                <Point X="72.4" Z="5" PointType="0"/>
+                <Point X="74" Z="5.648" PointType="0"/>
+                <Point X="78.3" Z="5.65" PointType="0"/>
+                <Point X="83.69" Z="5.78" PointType="0"/>
+                <Point X="88.87" Z="5.06" PointType="5"/>
+                <Point X="91.77" Z="8.58" PointType="0"/>
+                <Point X="95.05" Z="9.56" PointType="0"/>
+                <Point X="98.16" Z="10.67" PointType="0"/>
+                <Point X="101.21" Z="11.66" PointType="0"/>
+                <Point X="103" Z="12.63" PointType="8"/>
+                <Point X="105.8" Z="12.71" PointType="0"/>
+                <Point X="106.09" Z="12.706" PointType="10"/>
+                <Point X="108.59" Z="12.67" PointType="11"/>
+                <Point X="108.59" Z="12.67" PointType="12"/>
+                <Point X="110.58" Z="11.87" PointType="0"/>
+                <Point X="113.6" Z="10.6" PointType="0"/>
+                <Point X="117.78" Z="8.94" PointType="0"/>
+                <Point X="120.09" Z="8.51" PointType="15"/>
+                <Point X="121.79" Z="8.3" PointType="0"/>
+                <Point X="125.27" Z="8.3" PointType="0"/>
+                <Point X="125.798" Z="8.3" PointType="16"/>
+                <Point X="128.301" Z="5.5" PointType="0"/>
+                <Point X="129.364" Z="4.5" PointType="17"/>
+                <Point X="152.9" Z="4.5" PointType="18"/>
+                <Point X="154" Z="5.5" PointType="0"/>
+                <Point X="157.19" Z="8.823" PointType="19"/>
+                <Point X="198" Z="8.6" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+    </SurfaceLines>
+    <Soils>
+        <Soil Name="Soft Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="14" BelowPhreaticLevel="14"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Medium Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Stiff Clay" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="19"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Peat" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="12" BelowPhreaticLevel="12" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Loose Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="19"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Dense Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="21"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Sand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Gravel" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="20"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Loam" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="20" BelowPhreaticLevel="20" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Muck" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="11" BelowPhreaticLevel="11" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="0"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Undetermined" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="0.01" BelowPhreaticLevel="0.02"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="0" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4" FrictionAngle="22.9"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Klei, zandig" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19" BelowPhreaticLevel="19.5"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="6.4"
+              FrictionAngle="24.2" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Zand" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25"
+              DiameterD90="0.01" AbovePhreaticLevel="19.5" BelowPhreaticLevel="20" DryUnitWeight="0.01"
+              ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0" FrictionAngle="26.3"
+              SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="Klei, veenhoudend" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="15" BelowPhreaticLevel="15"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="5.1"
+              FrictionAngle="19.6" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="zand (1)" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="19.5" BelowPhreaticLevel="20"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="0"
+              FrictionAngle="26.3" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="klei (1)" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4"
+              FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="bermmateriaal_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4"
+              FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+        <Soil Name="dijksmateriaal_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001"
+              WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17.5" BelowPhreaticLevel="18"
+              DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="true" Cohesion="7.4"
+              FrictionAngle="22.9" SlopeRestProfile="0" DilatancyType="Phi" SoilType="2"/>
+    </Soils>
+    <Segments>
+        <Segment Name="grebbedijk3a">
+            <SoilGeometryProbability SoilProfileName="grebbedijk3a.sti" SoilProfileType="2"
+                                     SegmentFailureMechanismType="1" Probability="100"/>
+        </Segment>
+        <Segment Name="grebbedijk1a">
+            <SoilGeometryProbability SoilProfileName="grebbedijk1a.sti" SoilProfileType="2"
+                                     SegmentFailureMechanismType="1" Probability="100"/>
+        </Segment>
+    </Segments>
+    <SoilProfiles1D/>
+    <StabilityParameters SearchMethod="0" GridDetermination="1" BishopTangentLinesDefinition="0"
+                         BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10"
+                         BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10"
+                         BishopGridHorizontalPointsDistance="2.5" UpliftVanGridLeftVerticalPointsCount="10"
+                         UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10"
+                         UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3"
+                         UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6"
+                         UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="0"
+                         UpliftVanTangentLinesDistance="0.25"/>
+    <AquiferSoils>
+        <AquiferSoil Soilname="Soft Clay" IsAquifer="false"/>
+        <AquiferSoil Soilname="Medium Clay" IsAquifer="false"/>
+        <AquiferSoil Soilname="Stiff Clay" IsAquifer="false"/>
+        <AquiferSoil Soilname="Peat" IsAquifer="false"/>
+        <AquiferSoil Soilname="Loose Sand" IsAquifer="false"/>
+        <AquiferSoil Soilname="Dense Sand" IsAquifer="false"/>
+        <AquiferSoil Soilname="Sand" IsAquifer="false"/>
+        <AquiferSoil Soilname="Gravel" IsAquifer="false"/>
+        <AquiferSoil Soilname="Loam" IsAquifer="false"/>
+        <AquiferSoil Soilname="Muck" IsAquifer="false"/>
+        <AquiferSoil Soilname="Undetermined" IsAquifer="false"/>
+        <AquiferSoil Soilname="Klei" IsAquifer="false"/>
+        <AquiferSoil Soilname="Klei, zandig" IsAquifer="false"/>
+        <AquiferSoil Soilname="Zand" IsAquifer="true"/>
+        <AquiferSoil Soilname="Klei, veenhoudend" IsAquifer="false"/>
+        <AquiferSoil Soilname="zand (1)" IsAquifer="true"/>
+        <AquiferSoil Soilname="klei (1)" IsAquifer="false"/>
+        <AquiferSoil Soilname="bermmateriaal_klei" IsAquifer="false"/>
+        <AquiferSoil Soilname="dijksmateriaal_klei" IsAquifer="false"/>
+    </AquiferSoils>
+    <OperationalInputTimeSeries>
+        <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk1a.HM.buiten"
+                   ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00"
+                   MissVal="-9999" StationName="Grebbe" Units="m">
+            <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true"
+                      TimeStepUnit="0"/>
+            <Entries>
+                <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="6.148" Flag-nietechtgebruikt="0"/>
+                <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="6.147" Flag-nietechtgebruikt="0"/>
+            </Entries>
+        </TimeSerie>
+        <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk1a.HM.binnen"
+                   ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00"
+                   MissVal="-9999" StationName="grebbedijk1a" Units="m">
+            <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true"
+                      TimeStepUnit="0"/>
+            <Entries>
+                <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="8.1" Flag-nietechtgebruikt="2"/>
+                <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="8.1" Flag-nietechtgebruikt="2"/>
+            </Entries>
+        </TimeSerie>
+        <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk3a.HM.buiten"
+                   ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00"
+                   MissVal="-9999" StationName="Grebbe" Units="m">
+            <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true"
+                      TimeStepUnit="0"/>
+            <Entries>
+                <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="6.148" Flag-nietechtgebruikt="0"/>
+                <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="6.147" Flag-nietechtgebruikt="0"/>
+            </Entries>
+        </TimeSerie>
+        <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="grebbedijk3a.HM.binnen"
+                   ParameterId="Waterlevel" StartDateTime="2014-07-15T23:00:00" EndDateTime="2014-07-25T23:00:00"
+                   MissVal="-9999" StationName="grebbedijk3a" Units="m">
+            <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true"
+                      TimeStepUnit="0"/>
+            <Entries>
+                <TimeSerieEntry DateTime="2014-07-15T23:00:00" Value="8.3" Flag-nietechtgebruikt="2"/>
+                <TimeSerieEntry DateTime="2014-07-16T00:00:00" Value="8.3" Flag-nietechtgebruikt="2"/>
+            </Entries>
+        </TimeSerie>
+    </OperationalInputTimeSeries>
+    <SensorData>
+        <SensorGroups>
+            <SensorGroup Id="1">
+                <SensorIds SensorId="0"/>
+                <SensorIds SensorId="1"/>
+            </SensorGroup>
+            <SensorGroup Id="2">
+                <SensorIds SensorId="2"/>
+                <SensorIds SensorId="3"/>
+            </SensorGroup>
+        </SensorGroups>
+        <Sensors>
+            <Sensor Id="0" RelativeLocation="30" SensorType="1" Name="grebbedijk1a.HM.buiten">
+                <PlLineMapping PLineType="1"/>
+            </Sensor>
+            <Sensor Id="1" RelativeLocation="58" SensorType="2" Name="grebbedijk1a.HM.binnen">
+                <PlLineMapping PLineType="1"/>
+            </Sensor>
+            <Sensor Id="2" RelativeLocation="102" SensorType="1" Name="grebbedijk3a.HM.buiten">
+                <PlLineMapping PLineType="1"/>
+            </Sensor>
+            <Sensor Id="3" RelativeLocation="125" SensorType="2" Name="grebbedijk3a.HM.binnen">
+                <PlLineMapping PLineType="1"/>
+            </Sensor>
+        </Sensors>
+        <SensorLocations>
+            <SensorLocation LocationId="grebbedijk1a" SourceTypePl1WaterLevelAtRiver="2"
+                            SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0"
+                            SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0"
+                            SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0"
+                            SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2"
+                            SourceTypePl3="1" SourceTypePl4="1" GroupId="1"/>
+            <SensorLocation LocationId="grebbedijk3a" SourceTypePl1WaterLevelAtRiver="2"
+                            SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0"
+                            SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0"
+                            SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0"
+                            SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2"
+                            SourceTypePl3="1" SourceTypePl4="1" GroupId="2"/>
+        </SensorLocations>
+    </SensorData>
 </Input>
\ No newline at end of file