Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/HHNKPurmer/Input.xml
===================================================================
diff -u -r5590 -r5655
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/HHNKPurmer/Input.xml	(.../Input.xml)	(revision 5590)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/HHNKPurmer/Input.xml	(.../Input.xml)	(revision 5655)
@@ -1,8 +1,414 @@
 <?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="UpliftVan" ProjectPath="D:\src\dam\DamClients\DamLive\trunk\data\HHNK Purmer" CalculationMap="DAMLive.Calc" MaxCalculationCores="1">
-  <Locations />
-  <SurfaceLines />
-  <Soils />
+  <Locations>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00K" Name="Purmer_PU0042+00_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0042+00" SegmentName="Purmer_PU0042+00" Name="Purmer_PU0042+00_R_V" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.03" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="0.85" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.6" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="13" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="0" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20K" Name="Purmer_PU0110+20_K_V" DikeEmbankmentMaterial="K_Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="-0.5" PlLineOffsetBelowDikeTopAtRiver="0" PlLineOffsetBelowDikeTopAtPolder="0" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1" PolderLevel="-3.7" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="0" ForbiddenZoneFactor="0" TrafficLoad="5" MinimumCircleDepth="0" />
+    </Location>
+    <Location SurfaceLineName="Purmer_PU0110+20" SegmentName="Purmer_PU0110+20" Name="Purmer_PU0110+20_R" DikeEmbankmentMaterial="Klei_dijkmateriaal z_s" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0" DampingFactorPl4="0" PenetrationLength="0" SlopeDampingFactor="0.01" IntrusionVerticalWaterPressure="Linear" DikeSoilScenario="ClayDikeOnClay" />
+      <DesignScenarios>
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@@ -18,10 +424,794 @@
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+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_o_veen s_h2&lt;-5,5m" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_o_veen s_h2_n_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_o_veen s_h2_o_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_o_veen s_z_h_n_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_o_veen s_z_h_o_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Klei_wadz_gelaagd o_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Hollandveen_n_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Hollandveen_o_dijk - DM" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Hollandveen_o_dijk-NZ" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Hollandveen_o_dijk-VW(N" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Hollandveen_o_dijk-VW(Z" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Kleiig veen / gyttja" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_bovenveen s_z_h" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_dijkmateriaal h" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_dijkmateriaal z_s" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_o_veen s_h2&lt;-5,5m" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_o_veen s_h2_n_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_o_veen s_h2_o_dijk" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_o_veen s_z_h_n_dij" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_o_veen s_z_h_o_dij" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Klei_wadz_gelaagd o_dij" DegreeOfConsolidation="0" />
+    <TrafficLoadDegreeOfConsolidation SoilName="K_Pleistoceen zand" DegreeOfConsolidation="100" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Pleistoceen zand" DegreeOfConsolidation="100" />
+  </TrafficLoadDegreeOfConsolidations>
   <OperationalInputTimeSeries>
     <TimeSerie ForecastDateTime="0001-01-01T00:00:00" Type="instantaneous" LocationId="MPN-AS-1743" ParameterId="H.meting" StartDateTime="2022-10-21T22:00:00" EndDateTime="2022-10-21T22:00:00" MissVal="-999" StationName="Purmer Stedelijk Uitstroompeil" Units="m">
       <TimeStep Divider="1" Multiplier="3600" DividerSpecified="true" MultiplierSpecified="true" TimeStepUnit="0" />