Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighInputFile.xml
===================================================================
diff -u -r772 -r812
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighInputFile.xml	(.../Rechter Diezedijk_BlighInputFile.xml)	(revision 772)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/Rechter Diezedijk_BlighInputFile.xml	(.../Rechter Diezedijk_BlighInputFile.xml)	(revision 812)
@@ -2,426 +2,487 @@
 <Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Design" FailureMechanismSystemType="2" PipingModelType="Bligh" AnalysisType="NoAdaption">
   <Locations>
     <Location SurfaceLineName="100" SegmentName="1" Name="100" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="101" SegmentName="1" Name="101" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="102" SegmentName="1" Name="102" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="103" SegmentName="1" Name="103" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="104" SegmentName="1" Name="104" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="105" SegmentName="1" Name="105" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="108" SegmentName="1" Name="108" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="109" SegmentName="1" Name="109" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="111" SegmentName="1" Name="111" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="112" SegmentName="1" Name="112" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="113" SegmentName="1" Name="113" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="116" SegmentName="1" Name="116" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="117" SegmentName="1" Name="117" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="118" SegmentName="1" Name="118" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="119" SegmentName="1" Name="119" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="121" SegmentName="1" Name="121" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="122" SegmentName="1" Name="122" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="123" SegmentName="1" Name="123" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="124" SegmentName="1" Name="124" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="125" SegmentName="1" Name="125" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="126" SegmentName="1" Name="126" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="127" SegmentName="1" Name="127" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="128" SegmentName="1" Name="128" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="129" SegmentName="1" Name="129" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="14" SegmentName="1" Name="14" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="24" SegmentName="1" Name="24" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="29" SegmentName="1" Name="29" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="30" SegmentName="1" Name="30" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="34" SegmentName="1" Name="34" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="37" SegmentName="1" Name="37" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="39" SegmentName="1" Name="39" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="43" SegmentName="1" Name="43" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="44" SegmentName="1" Name="44" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="45" SegmentName="1" Name="45" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="46" SegmentName="1" Name="46" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="47" SegmentName="1" Name="47" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="51" SegmentName="1" Name="51" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="52" SegmentName="1" Name="52" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="53" SegmentName="1" Name="53" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="54" SegmentName="1" Name="54" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="55" SegmentName="1" Name="55" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="56" SegmentName="1" Name="56" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="57" SegmentName="1" Name="57" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="58" SegmentName="1" Name="58" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="59" SegmentName="1" Name="59" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="69" SegmentName="1" Name="69" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="71" SegmentName="1" Name="71" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="79" SegmentName="1" Name="79" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="81" SegmentName="1" Name="81" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="82" SegmentName="1" Name="82" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="83" SegmentName="1" Name="83" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="84" SegmentName="1" Name="84" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="87" SegmentName="1" Name="87" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="89" SegmentName="1" Name="89" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="91" SegmentName="1" Name="91" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="94" SegmentName="1" Name="94" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="95" SegmentName="1" Name="95" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="96" SegmentName="1" Name="96" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="97" SegmentName="1" Name="97" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="98" SegmentName="1" Name="98" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
       </DesignScenarios>
       <StabilityOptions MapForSoilgeometries2D="Rechter Diezedijk.geometries2D.0\" ZoneType="0" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13" MinimumCircleDepth="1.5" />
     </Location>
     <Location SurfaceLineName="99" SegmentName="1" Name="99" DikeEmbankmentMaterial="Dijksmateriaal_zand">
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="bermmateriaal_zand" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" NewDikeTopWidth="5" NewDikeSlopeInside="0.333333333333333" NewDikeSlopeOutside="0.333333333333333" NewShoulderTopSlope="0.05" NewShoulderBaseSlope="0.333333333333333" NewMaxHeightShoulderAsFraction="0.666666666666667" NewMinDistanceDikeToeStartDitch="5" UseNewDitchDefinition="false" NewWidthDitchBottom="1" NewSlopeAngleDitch="2" NewDepthDitch="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="2" HeadPl2="2.2" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="1" RiverLevel="5.05" RiverLevelLow="2" DikeTableHeight="5.5" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="5.05" HeadPl4="5.05" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.1" RequiredSafetyFactorStabilityOuterSlope="1.1" RequiredSafetyFactorPiping="1.2" />
Index: dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml
===================================================================
diff -u -r669 -r812
--- dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml	(.../InputFile.xml)	(revision 669)
+++ dam engine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/InputFile.xml	(.../InputFile.xml)	(revision 812)
@@ -1,29 +1,35 @@
 <?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="2" PipingModelType="Bligh" AnalysisType="AdaptGeometry">
   <Locations>
-    <Location SurfaceLineName="SurfaceLine 0" SegmentName="Segment 0" Name="Location 1">
+    <Location SurfaceLineName="SurfaceLine 0" SegmentName="Segment 0" Name="Location 1" DikeEmbankmentMaterial="DikeMat">
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat1" StabilityShoulderGrowSlope="0.1" StabilityShoulderGrowDeltaX="0.11" StabilitySlopeAdaptionDeltaX="0.12" SlopeAdaptionStartCotangent="0.13" SlopeAdaptionEndCotangent="0.14" SlopeAdaptionStepCotangent="0.15" NewDikeTopWidth="0.16" NewDikeSlopeInside="0.17" NewDikeSlopeOutside="0.18" NewShoulderTopSlope="0.19" NewShoulderBaseSlope="0.2" NewMaxHeightShoulderAsFraction="0.21" NewMinDistanceDikeToeStartDitch="0.22" UseNewDitchDefinition="true" NewWidthDitchBottom="0.23" NewSlopeAngleDitch="0.24" NewDepthDitch="0.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0.11" HeadPl2="0.24" HeadPl3="0.25" HeadPl4="0.21" DampingFactorPL3="0.12" DampingFactorPL4="0.13" PenetrationLength="0.14" SlopeDampingFactor="0.19" Pl1BelowCrestRiverside="0.2" Pl1BelowCrestPolderside="0.21" Pl1BelowShoulderCrestPolderside="0.22" Pl1BelowToeDikePolderside="0.23" Pl1BelowCrestMiddle="0.15" Pl1FactorBelowShoulderCrest="0.16" DryPl1BelowCrestMiddle="0.17" DryPl1FactorBelowShoulderCrest="0.18" IntrusionVerticalWaterPressure="Standard" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="1.51" RiverLevelLow="1.52" DikeTableHeight="1.53" PlLineOffsetBelowDikeTopAtRiver="1.54" PlLineOffsetBelowDikeTopAtPolder="1.55" PlLineOffsetBelowShoulderBaseInside="1.56" PlLineOffsetBelowDikeToeAtPolder="1.5699999999999998" PlLineOffsetBelowDikeCrestMiddle="1.58" PlLineOffsetFactorBelowShoulderCrest="1.5899999999999999" HeadPl3="1.6" HeadPl4="1.6099999999999999" UpliftCriterionStability="1.62" UpliftCriterionPiping="1.63" RequiredSafetyFactorStabilityInnerSlope="1.6400000000000001" RequiredSafetyFactorStabilityOuterSlope="1.65" RequiredSafetyFactorPiping="1.6600000000000001" />
         <DesignScenario Id="1" RiverLevel="2.51" RiverLevelLow="2.52" DikeTableHeight="2.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="2.54" PlLineOffsetBelowDikeTopAtPolder="2.55" PlLineOffsetBelowShoulderBaseInside="2.56" PlLineOffsetBelowDikeToeAtPolder="2.57" PlLineOffsetBelowDikeCrestMiddle="2.58" PlLineOffsetFactorBelowShoulderCrest="2.59" HeadPl3="2.6" HeadPl4="2.61" UpliftCriterionStability="2.62" UpliftCriterionPiping="2.63" RequiredSafetyFactorStabilityInnerSlope="2.64" RequiredSafetyFactorStabilityOuterSlope="2.65" RequiredSafetyFactorPiping="2.66" />
         <DesignScenario Id="2" RiverLevel="3.51" RiverLevelLow="3.52" DikeTableHeight="3.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="3.54" PlLineOffsetBelowDikeTopAtPolder="3.55" PlLineOffsetBelowShoulderBaseInside="3.56" PlLineOffsetBelowDikeToeAtPolder="3.57" PlLineOffsetBelowDikeCrestMiddle="3.58" PlLineOffsetFactorBelowShoulderCrest="3.59" HeadPl3="3.6" HeadPl4="3.61" UpliftCriterionStability="3.62" UpliftCriterionPiping="3.63" RequiredSafetyFactorStabilityInnerSlope="3.64" RequiredSafetyFactorStabilityOuterSlope="3.65" RequiredSafetyFactorPiping="3.66" />
       </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
     </Location>
-    <Location SurfaceLineName="SurfaceLine 1" SegmentName="Segment 1" Name="Location 2">
+    <Location SurfaceLineName="SurfaceLine 1" SegmentName="Segment 1" Name="Location 2" DikeEmbankmentMaterial="DikeMat">
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat2" StabilityShoulderGrowSlope="10.1" StabilityShoulderGrowDeltaX="10.11" StabilitySlopeAdaptionDeltaX="10.12" SlopeAdaptionStartCotangent="10.13" SlopeAdaptionEndCotangent="10.14" SlopeAdaptionStepCotangent="10.15" NewDikeTopWidth="10.16" NewDikeSlopeInside="10.17" NewDikeSlopeOutside="10.18" NewShoulderTopSlope="10.19" NewShoulderBaseSlope="10.2" NewMaxHeightShoulderAsFraction="10.21" NewMinDistanceDikeToeStartDitch="10.22" UseNewDitchDefinition="true" NewWidthDitchBottom="10.23" NewSlopeAngleDitch="10.24" NewDepthDitch="10.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeLinearInDike" PolderLevel="1.11" HeadPl2="1.24" HeadPl3="1.25" HeadPl4="1.21" DampingFactorPL3="1.12" DampingFactorPL4="1.13" PenetrationLength="1.1400000000000001" SlopeDampingFactor="1.19" Pl1BelowCrestRiverside="1.2" Pl1BelowCrestPolderside="1.21" Pl1BelowShoulderCrestPolderside="1.22" Pl1BelowToeDikePolderside="1.23" Pl1BelowCrestMiddle="1.15" Pl1FactorBelowShoulderCrest="1.16" DryPl1BelowCrestMiddle="1.17" DryPl1FactorBelowShoulderCrest="1.18" IntrusionVerticalWaterPressure="Linear" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="2.51" RiverLevelLow="2.52" DikeTableHeight="2.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="2.54" PlLineOffsetBelowDikeTopAtPolder="2.55" PlLineOffsetBelowShoulderBaseInside="2.56" PlLineOffsetBelowDikeToeAtPolder="2.57" PlLineOffsetBelowDikeCrestMiddle="2.58" PlLineOffsetFactorBelowShoulderCrest="2.59" HeadPl3="2.6" HeadPl4="2.61" UpliftCriterionStability="2.62" UpliftCriterionPiping="2.63" RequiredSafetyFactorStabilityInnerSlope="2.64" RequiredSafetyFactorStabilityOuterSlope="2.65" RequiredSafetyFactorPiping="2.66" />
         <DesignScenario Id="1" RiverLevel="4.51" RiverLevelLow="4.52" DikeTableHeight="4.53" PlLineOffsetBelowDikeTopAtRiver="4.54" PlLineOffsetBelowDikeTopAtPolder="4.55" PlLineOffsetBelowShoulderBaseInside="4.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="4.57" PlLineOffsetBelowDikeCrestMiddle="4.58" PlLineOffsetFactorBelowShoulderCrest="4.59" HeadPl3="4.6" HeadPl4="4.61" UpliftCriterionStability="4.62" UpliftCriterionPiping="4.63" RequiredSafetyFactorStabilityInnerSlope="4.64" RequiredSafetyFactorStabilityOuterSlope="4.65" RequiredSafetyFactorPiping="4.66" />
         <DesignScenario Id="2" RiverLevel="6.51" RiverLevelLow="6.52" DikeTableHeight="6.53" PlLineOffsetBelowDikeTopAtRiver="6.54" PlLineOffsetBelowDikeTopAtPolder="6.55" PlLineOffsetBelowShoulderBaseInside="6.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="6.57" PlLineOffsetBelowDikeCrestMiddle="6.58" PlLineOffsetFactorBelowShoulderCrest="6.59" HeadPl3="6.6" HeadPl4="6.61" UpliftCriterionStability="6.62" UpliftCriterionPiping="6.63" RequiredSafetyFactorStabilityInnerSlope="6.64" RequiredSafetyFactorStabilityOuterSlope="6.65" RequiredSafetyFactorPiping="6.66" />
       </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
     </Location>
-    <Location SurfaceLineName="SurfaceLine 2" SegmentName="Segment 0" Name="Location 3">
+    <Location SurfaceLineName="SurfaceLine 2" SegmentName="Segment 0" Name="Location 3" DikeEmbankmentMaterial="DikeMat">
+      <DesignOptions RedesignDikeHeight="false" RedesignDikeShoulder="false" ShoulderEmbankmentMaterial="ShoulderMat3" StabilityShoulderGrowSlope="20.1" StabilityShoulderGrowDeltaX="20.11" StabilitySlopeAdaptionDeltaX="20.12" SlopeAdaptionStartCotangent="20.13" SlopeAdaptionEndCotangent="20.14" SlopeAdaptionStepCotangent="20.15" NewDikeTopWidth="20.16" NewDikeSlopeInside="20.17" NewDikeSlopeOutside="20.18" NewShoulderTopSlope="20.19" NewShoulderBaseSlope="20.2" NewMaxHeightShoulderAsFraction="20.21" NewMinDistanceDikeToeStartDitch="20.22" UseNewDitchDefinition="true" NewWidthDitchBottom="20.23" NewSlopeAngleDitch="20.24" NewDepthDitch="20.25" StabilityDesignMethod="SlopeAdaptionBeforeShoulderAdaption" />
       <WaternetOptions PhreaticLineCreationMethod="GaugesWithFallbackToExpertKnowledgeRRD" PolderLevel="2.11" HeadPl2="2.24" HeadPl3="2.25" HeadPl4="2.21" DampingFactorPL3="2.12" DampingFactorPL4="2.13" PenetrationLength="2.14" SlopeDampingFactor="2.19" Pl1BelowCrestRiverside="2.2" Pl1BelowCrestPolderside="2.21" Pl1BelowShoulderCrestPolderside="2.22" Pl1BelowToeDikePolderside="2.23" Pl1BelowCrestMiddle="2.15" Pl1FactorBelowShoulderCrest="2.16" DryPl1BelowCrestMiddle="2.17" DryPl1FactorBelowShoulderCrest="2.18" IntrusionVerticalWaterPressure="FullHydroStatic" />
       <DesignScenarios>
         <DesignScenario Id="0" RiverLevel="3.51" RiverLevelLow="3.52" DikeTableHeight="3.5300000000000002" PlLineOffsetBelowDikeTopAtRiver="3.54" PlLineOffsetBelowDikeTopAtPolder="3.55" PlLineOffsetBelowShoulderBaseInside="3.56" PlLineOffsetBelowDikeToeAtPolder="3.57" PlLineOffsetBelowDikeCrestMiddle="3.58" PlLineOffsetFactorBelowShoulderCrest="3.59" HeadPl3="3.6" HeadPl4="3.61" UpliftCriterionStability="3.62" UpliftCriterionPiping="3.63" RequiredSafetyFactorStabilityInnerSlope="3.64" RequiredSafetyFactorStabilityOuterSlope="3.65" RequiredSafetyFactorPiping="3.66" />
         <DesignScenario Id="1" RiverLevel="6.51" RiverLevelLow="6.52" DikeTableHeight="6.53" PlLineOffsetBelowDikeTopAtRiver="6.54" PlLineOffsetBelowDikeTopAtPolder="6.55" PlLineOffsetBelowShoulderBaseInside="6.5600000000000005" PlLineOffsetBelowDikeToeAtPolder="6.57" PlLineOffsetBelowDikeCrestMiddle="6.58" PlLineOffsetFactorBelowShoulderCrest="6.59" HeadPl3="6.6" HeadPl4="6.61" UpliftCriterionStability="6.62" UpliftCriterionPiping="6.63" RequiredSafetyFactorStabilityInnerSlope="6.64" RequiredSafetyFactorStabilityOuterSlope="6.65" RequiredSafetyFactorPiping="6.66" />
         <DesignScenario Id="2" RiverLevel="9.51" RiverLevelLow="9.52" DikeTableHeight="9.53" PlLineOffsetBelowDikeTopAtRiver="9.54" PlLineOffsetBelowDikeTopAtPolder="9.55" PlLineOffsetBelowShoulderBaseInside="9.56" PlLineOffsetBelowDikeToeAtPolder="9.57" PlLineOffsetBelowDikeCrestMiddle="9.58" PlLineOffsetFactorBelowShoulderCrest="9.59" HeadPl3="9.6" HeadPl4="9.61" UpliftCriterionStability="9.62" UpliftCriterionPiping="9.63" RequiredSafetyFactorStabilityInnerSlope="9.64" RequiredSafetyFactorStabilityOuterSlope="9.65" RequiredSafetyFactorPiping="9.66" />
       </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="TestMap" ZoneType="0" ForbiddenZoneFactor="1.23" ZoneAreaRestSlopeCrestWidth="8.23" TrafficLoad="11.11" MinimumCircleDepth="1.21" />
     </Location>
   </Locations>
   <SurfaceLines>
@@ -65,9 +71,10 @@
     </SurfaceLine>
   </SurfaceLines>
   <Soils>
-    <Soil Name="Soil 0" BeddingAngle="18" DiameterD70="19" PermeabKx="21" WhitesConstant="22" DiameterD90="20" AbovePhreaticLevel="7" BelowPhreaticLevel="8" DryUnitWeight="9" />
-    <Soil Name="Soil 1" BeddingAngle="18.1" DiameterD70="19.1" PermeabKx="21.1" WhitesConstant="22.1" DiameterD90="20.1" AbovePhreaticLevel="7.1" BelowPhreaticLevel="8.1" DryUnitWeight="9.1" />
-    <Soil Name="Soil 2" BeddingAngle="18.2" DiameterD70="19.2" PermeabKx="21.2" WhitesConstant="22.2" DiameterD90="20.2" AbovePhreaticLevel="7.2" BelowPhreaticLevel="8.2" DryUnitWeight="9.2" />
+    <Soil Name="Soil 0" BeddingAngle="18" DiameterD70="19" PermeabKx="21" WhitesConstant="22" DiameterD90="20" AbovePhreaticLevel="7" BelowPhreaticLevel="8" DryUnitWeight="9" ShearStrengthModel="SuMeasured" DefaultShearStrengthModel="false" Cohesion="10" FrictionAngle="13" Ocr="14" SlopeRestProfile="15" DilatancyType="Zero" />
+    <Soil Name="Soil 1" BeddingAngle="18.1" DiameterD70="19.1" PermeabKx="21.1" WhitesConstant="22.1" DiameterD90="20.1" AbovePhreaticLevel="7.1" BelowPhreaticLevel="8.1" DryUnitWeight="9.1" ShearStrengthModel="SuMeasured" DefaultShearStrengthModel="false" Cohesion="10.1" FrictionAngle="13.1" Ocr="14.1" SlopeRestProfile="15.1" DilatancyType="Zero" />
+    <Soil Name="Soil 2" BeddingAngle="18.2" DiameterD70="19.2" PermeabKx="21.2" WhitesConstant="22.2" DiameterD90="20.2" AbovePhreaticLevel="7.2" BelowPhreaticLevel="8.2" DryUnitWeight="9.2" ShearStrengthModel="SuMeasured" DefaultShearStrengthModel="false" Cohesion="10.2" FrictionAngle="13.2" Ocr="14.2" SlopeRestProfile="15.2" DilatancyType="Zero" />
+    <Soil Name="DikeMat" BeddingAngle="18" DiameterD70="19" PermeabKx="21" WhitesConstant="22" DiameterD90="20" AbovePhreaticLevel="7" BelowPhreaticLevel="8" DryUnitWeight="9" />
   </Soils>
   <Segments>
     <Segment Name="Segment 0">
@@ -195,4 +202,5 @@
       </PreconsolidationStresses>
     </SoilProfile2D>
   </SoilProfiles2D>
+  <StabilityParameters SearchMethod="0" GridDetermination="1" BishopTangentLinesDefinition="1" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="5" BishopGridVerticalPointsDistance="1.1" BishopGridHorizontalPointsCount="4" BishopGridHorizontalPointsDistance="1.2" UpliftVanGridLeftVerticalPointsCount="3" UpliftVanGridLeftVerticalPointsDistance="1.3" UpliftVanGridLeftHorizontalPointsCount="6" UpliftVanGridLeftHorizontalPointsDistance="0.7" UpliftVanGridRightVerticalPointsCount="11" UpliftVanGridRightVerticalPointsDistance="0.14" UpliftVanGridRightHorizontalPointsCount="8" UpliftVanGridRightHorizontalPointsDistance="1.76" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.01" />
 </Input>
\ No newline at end of file