Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputPipingAll.xml
===================================================================
diff -u -r6205 -r6404
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputPipingAll.xml	(.../InputPipingAll.xml)	(revision 6205)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/InputPipingAll.xml	(.../InputPipingAll.xml)	(revision 6404)
@@ -1,200 +1,327 @@
 <?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="Design" FailureMechanismSystemType="Piping" PipingModelType="Bligh" AnalysisType="NoAdaption" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Piping\PipingAll" CalculationMap="PipingAll.Calc" MaxCalculationCores="1">
-  <Locations>
-    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" PolderLevel="0" HeadPl2="0" />
-      </DesignScenarios>
-      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
-    </Location>
-    <Location SurfaceLineName="Profiel 2" SegmentName="2" Name="Profiel 2" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" PolderLevel="0" HeadPl2="0" />
-      </DesignScenarios>
-      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
-    </Location>
-    <Location SurfaceLineName="Profiel 3" SegmentName="3" Name="Profiel 3" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" PolderLevel="0" HeadPl2="0" />
-      </DesignScenarios>
-      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
-    </Location>
-    <Location SurfaceLineName="Profiel 4" SegmentName="4" Name="Profiel 4" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" PolderLevel="0" HeadPl2="0" />
-      </DesignScenarios>
-      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
-    </Location>
-    <Location SurfaceLineName="Profiel 5" SegmentName="5" Name="Profiel 5" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
-      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
-      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay" />
-      <DesignScenarios>
-        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2" PolderLevel="0" HeadPl2="0" />
-      </DesignScenarios>
-      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
-    </Location>
-  </Locations>
-  <SurfaceLines>
-    <SurfaceLine Name="Profiel 1">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10" Z="1" PointType="5" />
-        <Point X="19" Z="4" PointType="8" />
-        <Point X="20.5" Z="4" PointType="10" />
-        <Point X="23" Z="4" PointType="11" />
-        <Point X="23" Z="4" PointType="12" />
-        <Point X="35" Z="0" PointType="15" />
-        <Point X="100" Z="0" PointType="25" />
-      </Points>
-    </SurfaceLine>
-    <SurfaceLine Name="Profiel 2">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10" Z="1" PointType="5" />
-        <Point X="19" Z="4" PointType="8" />
-        <Point X="20.5" Z="4" PointType="10" />
-        <Point X="23" Z="4" PointType="11" />
-        <Point X="23" Z="4" PointType="12" />
-        <Point X="35" Z="0" PointType="15" />
-        <Point X="100" Z="0" PointType="25" />
-      </Points>
-    </SurfaceLine>
-    <SurfaceLine Name="Profiel 3">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10" Z="1" PointType="5" />
-        <Point X="19" Z="4" PointType="8" />
-        <Point X="20.5" Z="4" PointType="10" />
-        <Point X="23" Z="4" PointType="11" />
-        <Point X="23" Z="4" PointType="12" />
-        <Point X="35" Z="0" PointType="15" />
-        <Point X="100" Z="0" PointType="25" />
-      </Points>
-    </SurfaceLine>
-    <SurfaceLine Name="Profiel 4">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10" Z="1" PointType="5" />
-        <Point X="19" Z="4" PointType="8" />
-        <Point X="20.5" Z="4" PointType="10" />
-        <Point X="23" Z="4" PointType="11" />
-        <Point X="23" Z="4" PointType="12" />
-        <Point X="35" Z="0" PointType="15" />
-        <Point X="100" Z="0" PointType="25" />
-      </Points>
-    </SurfaceLine>
-    <SurfaceLine Name="Profiel 5">
-      <Points>
-        <Point X="0" Z="1" PointType="1" />
-        <Point X="10" Z="1" PointType="5" />
-        <Point X="19" Z="4" PointType="8" />
-        <Point X="20.5" Z="4" PointType="10" />
-        <Point X="23" Z="4" PointType="11" />
-        <Point X="23" Z="4" PointType="12" />
-        <Point X="35" Z="0" PointType="15" />
-        <Point X="100" Z="0" PointType="25" />
-      </Points>
-    </SurfaceLine>
-  </SurfaceLines>
-  <Soils>
-    <Soil Name="Dijkmateriaal" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10" />
-    <Soil Name="Deklaag_klei" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16" BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10" />
-    <Soil Name="wl_zand1" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10" />
-    <Soil Name="wl_zand2" DiameterD70="0.000215" PermeabKx="0.0008" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10" />
-    <Soil Name="wl_zand3" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10" />
-    <Soil Name="wl_zand4" DiameterD70="0.000225" PermeabKx="0.0006" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10" />
-    <Soil Name="wl_zand5" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10" />
-    <Soil Name="Ophoogmateriaal_berm" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10" />
-    <Soil Name="Ophoogmateriaal_dijk" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10" />
-  </Soils>
-  <Segments>
-    <Segment Name="1">
-      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="1" />
-      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Piping" Probability="1" />
-    </Segment>
-    <Segment Name="2">
-      <SoilGeometryProbability SoilProfileName="soilprofile_02" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="1" />
-      <SoilGeometryProbability SoilProfileName="soilprofile_02" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Piping" Probability="1" />
-    </Segment>
-    <Segment Name="3">
-      <SoilGeometryProbability SoilProfileName="soilprofile_03" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="1" />
-      <SoilGeometryProbability SoilProfileName="soilprofile_03" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Piping" Probability="1" />
-    </Segment>
-    <Segment Name="4">
-      <SoilGeometryProbability SoilProfileName="soilprofile_04" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="1" />
-      <SoilGeometryProbability SoilProfileName="soilprofile_04" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Piping" Probability="1" />
-    </Segment>
-    <Segment Name="5">
-      <SoilGeometryProbability SoilProfileName="soilprofile_05" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Stability" Probability="1" />
-      <SoilGeometryProbability SoilProfileName="soilprofile_05" SoilProfileType="ProfileType1D" SegmentFailureMechanismType="Piping" Probability="1" />
-    </Segment>
-  </Segments>
-  <SoilProfiles1D>
-    <SoilProfile1D Name="soilprofile_01" BottomLevel="-10">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="soilprofile_02" BottomLevel="-12">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-6" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="soilprofile_03" BottomLevel="-12">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-6" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L4" SoilName="wl_zand3" TopLevel="-9" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="soilprofile_04" BottomLevel="-12">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L3" SoilName="Deklaag_klei" TopLevel="-6" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L4" SoilName="wl_zand2" TopLevel="-9" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-    <SoilProfile1D Name="soilprofile_05" BottomLevel="-14">
-      <Layers1D>
-        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-4" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L4" SoilName="Deklaag_klei" TopLevel="-6" IsAquifer="false" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L5" SoilName="wl_zand3" TopLevel="-9" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L6" SoilName="wl_zand4" TopLevel="-11" IsAquifer="true" WaterpressureInterpolationModel="0" />
-        <Layer1D Name="L7" SoilName="wl_zand5" TopLevel="-12" IsAquifer="true" WaterpressureInterpolationModel="0" />
-      </Layers1D>
-    </SoilProfile1D>
-  </SoilProfiles1D>
-  <SoilProfiles2D />
-  <StabilityParameters SearchMethod="BeeSwarm" BishopSearchAreaDetermination="Automatic" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Automatic" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" />
-  <TrafficLoadDegreeOfConsolidations>
-    <TrafficLoadDegreeOfConsolidation SoilName="Deklaag_klei" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="Dijkmateriaal" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="wl_zand1" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="wl_zand2" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="wl_zand3" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="wl_zand4" DegreeOfConsolidation="0" />
-    <TrafficLoadDegreeOfConsolidation SoilName="wl_zand5" DegreeOfConsolidation="0" />
-  </TrafficLoadDegreeOfConsolidations>
-  <OperationalInputTimeSeries xsi:nil="true" />
-  <SensorData xsi:nil="true" />
+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" DamProjectType="Design" FailureMechanismSystemType="Piping"
+       PipingModelType="Bligh" AnalysisType="NoAdaption"
+       ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\Tutorials\DAMDesign\Piping\PipingAll"
+       CalculationMap="PipingAll.Calc" MaxCalculationCores="1">
+    <Locations>
+        <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1"
+                  DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
+                           SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0"
+                             PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard"
+                             DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1"
+                                PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0"
+                                HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
+                                RequiredSafetyFactorStabilityInnerSlope="1.22"
+                                RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0" HeadPl2="0"/>
+            </DesignScenarios>
+            <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5"/>
+        </Location>
+        <Location SurfaceLineName="Profiel 2" SegmentName="2" Name="Profiel 2"
+                  DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
+                           SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0"
+                             PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard"
+                             DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1"
+                                PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0"
+                                HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
+                                RequiredSafetyFactorStabilityInnerSlope="1.22"
+                                RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0" HeadPl2="0"/>
+            </DesignScenarios>
+            <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5"/>
+        </Location>
+        <Location SurfaceLineName="Profiel 3" SegmentName="3" Name="Profiel 3"
+                  DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
+                           SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0"
+                             PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard"
+                             DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1"
+                                PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0"
+                                HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
+                                RequiredSafetyFactorStabilityInnerSlope="1.22"
+                                RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0" HeadPl2="0"/>
+            </DesignScenarios>
+            <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5"/>
+        </Location>
+        <Location SurfaceLineName="Profiel 4" SegmentName="4" Name="Profiel 4"
+                  DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
+                           SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0"
+                             PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard"
+                             DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1"
+                                PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0"
+                                HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
+                                RequiredSafetyFactorStabilityInnerSlope="1.22"
+                                RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0" HeadPl2="0"/>
+            </DesignScenarios>
+            <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5"/>
+        </Location>
+        <Location SurfaceLineName="Profiel 5" SegmentName="5" Name="Profiel 5"
+                  DikeEmbankmentMaterial="Ophoogmateriaal_dijk" DistanceToEntryPoint="0">
+            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true"
+                           ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33"
+                           StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1"
+                           SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6"
+                           SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
+                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
+            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0"
+                             PenetrationLength="0" SlopeDampingFactor="0" IntrusionVerticalWaterPressure="Standard"
+                             DikeSoilScenario="ClayDikeOnClay"/>
+            <DesignScenarios>
+                <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4"
+                                PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1"
+                                PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0"
+                                HeadPl3="3.6" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
+                                RequiredSafetyFactorStabilityInnerSlope="1.22"
+                                RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.2"
+                                PolderLevel="0" HeadPl2="0"/>
+            </DesignScenarios>
+            <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="13.3" MinimumCircleDepth="1.5"/>
+        </Location>
+    </Locations>
+    <SurfaceLines>
+        <SurfaceLine Name="Profiel 1">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10" Z="1" PointType="5"/>
+                <Point X="19" Z="4" PointType="8"/>
+                <Point X="20.5" Z="4" PointType="10"/>
+                <Point X="23" Z="4" PointType="11"/>
+                <Point X="23" Z="4" PointType="12"/>
+                <Point X="35" Z="0" PointType="15"/>
+                <Point X="100" Z="0" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+        <SurfaceLine Name="Profiel 2">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10" Z="1" PointType="5"/>
+                <Point X="19" Z="4" PointType="8"/>
+                <Point X="20.5" Z="4" PointType="10"/>
+                <Point X="23" Z="4" PointType="11"/>
+                <Point X="23" Z="4" PointType="12"/>
+                <Point X="35" Z="0" PointType="15"/>
+                <Point X="100" Z="0" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+        <SurfaceLine Name="Profiel 3">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10" Z="1" PointType="5"/>
+                <Point X="19" Z="4" PointType="8"/>
+                <Point X="20.5" Z="4" PointType="10"/>
+                <Point X="23" Z="4" PointType="11"/>
+                <Point X="23" Z="4" PointType="12"/>
+                <Point X="35" Z="0" PointType="15"/>
+                <Point X="100" Z="0" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+        <SurfaceLine Name="Profiel 4">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10" Z="1" PointType="5"/>
+                <Point X="19" Z="4" PointType="8"/>
+                <Point X="20.5" Z="4" PointType="10"/>
+                <Point X="23" Z="4" PointType="11"/>
+                <Point X="23" Z="4" PointType="12"/>
+                <Point X="35" Z="0" PointType="15"/>
+                <Point X="100" Z="0" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+        <SurfaceLine Name="Profiel 5">
+            <Points>
+                <Point X="0" Z="1" PointType="1"/>
+                <Point X="10" Z="1" PointType="5"/>
+                <Point X="19" Z="4" PointType="8"/>
+                <Point X="20.5" Z="4" PointType="10"/>
+                <Point X="23" Z="4" PointType="11"/>
+                <Point X="23" Z="4" PointType="12"/>
+                <Point X="35" Z="0" PointType="15"/>
+                <Point X="100" Z="0" PointType="25"/>
+            </Points>
+        </SurfaceLine>
+    </SurfaceLines>
+    <Soils>
+        <Soil Name="Dijkmateriaal" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" AbovePhreaticLevel="17"
+              BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10"/>
+        <Soil Name="Deklaag_klei" DiameterD70="0.00019999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16"
+              BelowPhreaticLevel="16" ShearStrengthModel="CPhi" Cohesion="0.5" FrictionAngle="22" Pop="10"/>
+        <Soil Name="wl_zand1" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" AbovePhreaticLevel="18"
+              BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10"/>
+        <Soil Name="wl_zand2" DiameterD70="0.000215" PermeabKx="0.0008" AbovePhreaticLevel="18" BelowPhreaticLevel="19"
+              ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10"/>
+        <Soil Name="wl_zand3" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" AbovePhreaticLevel="18"
+              BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10"/>
+        <Soil Name="wl_zand4" DiameterD70="0.000225" PermeabKx="0.0006" AbovePhreaticLevel="18" BelowPhreaticLevel="19"
+              ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10"/>
+        <Soil Name="wl_zand5" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" AbovePhreaticLevel="18"
+              BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0" FrictionAngle="32" Pop="10"/>
+        <Soil Name="Ophoogmateriaal_berm" DiameterD70="0.00019999999999999998" PermeabKx="0.0004"
+              AbovePhreaticLevel="18" BelowPhreaticLevel="19" ShearStrengthModel="CPhi" Cohesion="0.5"
+              FrictionAngle="22" Pop="10"/>
+        <Soil Name="Ophoogmateriaal_dijk" DiameterD70="0.00019999999999999998" PermeabKx="0.0004"
+              AbovePhreaticLevel="17" BelowPhreaticLevel="17" ShearStrengthModel="CPhi" Cohesion="0.5"
+              FrictionAngle="22" Pop="10"/>
+    </Soils>
+    <Segments>
+        <Segment Name="1">
+            <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="1"/>
+            <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Piping" Probability="1"/>
+        </Segment>
+        <Segment Name="2">
+            <SoilGeometryProbability SoilProfileName="soilprofile_02" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="1"/>
+            <SoilGeometryProbability SoilProfileName="soilprofile_02" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Piping" Probability="1"/>
+        </Segment>
+        <Segment Name="3">
+            <SoilGeometryProbability SoilProfileName="soilprofile_03" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="1"/>
+            <SoilGeometryProbability SoilProfileName="soilprofile_03" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Piping" Probability="1"/>
+        </Segment>
+        <Segment Name="4">
+            <SoilGeometryProbability SoilProfileName="soilprofile_04" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="1"/>
+            <SoilGeometryProbability SoilProfileName="soilprofile_04" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Piping" Probability="1"/>
+        </Segment>
+        <Segment Name="5">
+            <SoilGeometryProbability SoilProfileName="soilprofile_05" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Stability" Probability="1"/>
+            <SoilGeometryProbability SoilProfileName="soilprofile_05" SoilProfileType="ProfileType1D"
+                                     SegmentFailureMechanismType="Piping" Probability="1"/>
+        </Segment>
+    </Segments>
+    <SoilProfiles1D>
+        <SoilProfile1D Name="soilprofile_01" BottomLevel="-10">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="soilprofile_02" BottomLevel="-12">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-6" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="soilprofile_03" BottomLevel="-12">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-6" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L4" SoilName="wl_zand3" TopLevel="-9" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="soilprofile_04" BottomLevel="-12">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L3" SoilName="Deklaag_klei" TopLevel="-6" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L4" SoilName="wl_zand2" TopLevel="-9" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+        <SoilProfile1D Name="soilprofile_05" BottomLevel="-14">
+            <Layers1D>
+                <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L3" SoilName="wl_zand2" TopLevel="-4" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L4" SoilName="Deklaag_klei" TopLevel="-6" IsAquifer="false"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L5" SoilName="wl_zand3" TopLevel="-9" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L6" SoilName="wl_zand4" TopLevel="-11" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+                <Layer1D Name="L7" SoilName="wl_zand5" TopLevel="-12" IsAquifer="true"
+                         WaterpressureInterpolationModel="0"/>
+            </Layers1D>
+        </SoilProfile1D>
+    </SoilProfiles1D>
+    <SoilProfiles2D/>
+    <StabilityParameters SearchMethod="BeeSwarm" BishopSearchAreaDetermination="Automatic"
+                         BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10"
+                         BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10"
+                         BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Automatic"
+                         UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2"
+                         UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2"
+                         UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2"
+                         UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2"
+                         UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25"/>
+    <TrafficLoadDegreeOfConsolidations>
+        <TrafficLoadDegreeOfConsolidation SoilName="Deklaag_klei" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="Dijkmateriaal" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="wl_zand1" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="wl_zand2" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="wl_zand3" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="wl_zand4" DegreeOfConsolidation="0"/>
+        <TrafficLoadDegreeOfConsolidation SoilName="wl_zand5" DegreeOfConsolidation="0"/>
+    </TrafficLoadDegreeOfConsolidations>
+    <OperationalInputTimeSeries xsi:nil="true"/>
+    <SensorData xsi:nil="true"/>
 </Input>
\ No newline at end of file