Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/Profile2DTests/CalculateStabilityInside2DInput.xml
===================================================================
diff -u -r6404 -r7062
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/Profile2DTests/CalculateStabilityInside2DInput.xml	(.../CalculateStabilityInside2DInput.xml)	(revision 6404)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/TestFiles/Operational/Profile2DTests/CalculateStabilityInside2DInput.xml	(.../CalculateStabilityInside2DInput.xml)	(revision 7062)
@@ -1,791 +1,632 @@
 <?xml version="1.0" encoding="utf-8"?>
-<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" DamProjectType="Operational"
-       FailureMechanismSystemType="StabilityInside" StabilityModelType="Bishop"
-       ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLive2DProfile1"
-       CalculationMap="DAMLive.Calc" MaxCalculationCores="1">
-    <Locations>
-        <Location SurfaceLineName="RK210-560" SegmentName="Segment1" Name="LocationOnlyPL3"
-                  DikeEmbankmentMaterial="Sand" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
-            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Sand"
-                           StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2"
-                           StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3"
-                           SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
-                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
-            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.5"
-                             DampingFactorPl4="0.6" PenetrationLength="0" SlopeDampingFactor="0"
-                             IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay"/>
-            <DesignScenarios>
-                <DesignScenario Id="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2"
-                                PlLineOffsetBelowDikeTopAtRiver="0.23" PlLineOffsetBelowDikeTopAtPolder="0.23"
-                                PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="10"
-                                HeadPl3="-7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
-                                RequiredSafetyFactorStabilityInnerSlope="0.9"
-                                RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2"
-                                PolderLevel="-4.37" HeadPl2="-5.6"/>
-            </DesignScenarios>
-            <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones"
-                              ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1"/>
-        </Location>
-        <Location SurfaceLineName="RK210-560" SegmentName="Segment2" Name="LocationPL3AndPL4"
-                  DikeEmbankmentMaterial="Sand" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
-            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Sand"
-                           StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2"
-                           StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3"
-                           SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
-                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
-            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.5"
-                             DampingFactorPl4="0.6" PenetrationLength="0" SlopeDampingFactor="0"
-                             IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay"/>
-            <DesignScenarios>
-                <DesignScenario Id="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2"
-                                PlLineOffsetBelowDikeTopAtRiver="0.23" PlLineOffsetBelowDikeTopAtPolder="0.23"
-                                PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="10"
-                                HeadPl3="-7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
-                                RequiredSafetyFactorStabilityInnerSlope="0.9"
-                                RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2"
-                                PolderLevel="-4.47" HeadPl2="-5.6"/>
-            </DesignScenarios>
-            <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones"
-                              ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1"/>
-        </Location>
-        <Location SurfaceLineName="RK210-560" SegmentName="Segment1" Name="LocationOnlyPL3"
-                  DikeEmbankmentMaterial="Sand" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
-            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Sand"
-                           StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2"
-                           StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3"
-                           SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
-                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
-            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.5"
-                             DampingFactorPl4="0.6" PenetrationLength="0" SlopeDampingFactor="0"
-                             IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay"/>
-            <DesignScenarios>
-                <DesignScenario Id="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2"
-                                PlLineOffsetBelowDikeTopAtRiver="0.23" PlLineOffsetBelowDikeTopAtPolder="0.23"
-                                PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="10"
-                                HeadPl3="-7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
-                                RequiredSafetyFactorStabilityInnerSlope="0.9"
-                                RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2"
-                                PolderLevel="-4.37" HeadPl2="-5.6"/>
-            </DesignScenarios>
-            <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones"
-                              ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1"/>
-        </Location>
-        <Location SurfaceLineName="RK210-560" SegmentName="Segment2" Name="LocationPL3AndPL4"
-                  DikeEmbankmentMaterial="Sand" XSoilGeometry2DOrigin="0" DistanceToEntryPoint="0">
-            <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Sand"
-                           StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2"
-                           StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3"
-                           SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false"
-                           StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption"/>
-            <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" DampingFactorPl3="0.5"
-                             DampingFactorPl4="0.6" PenetrationLength="0" SlopeDampingFactor="0"
-                             IntrusionVerticalWaterPressure="Standard" DikeSoilScenario="ClayDikeOnClay"/>
-            <DesignScenarios>
-                <DesignScenario Id="1" RiverLevel="-2.09" RiverLevelLow="-2.52" DikeTableHeight="-2"
-                                PlLineOffsetBelowDikeTopAtRiver="0.23" PlLineOffsetBelowDikeTopAtPolder="0.23"
-                                PlLineOffsetBelowShoulderBaseInside="0.2" PlLineOffsetBelowDikeToeAtPolder="10"
-                                HeadPl3="-7" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2"
-                                RequiredSafetyFactorStabilityInnerSlope="0.9"
-                                RequiredSafetyFactorStabilityOuterSlope="0.9" RequiredSafetyFactorPiping="1.2"
-                                PolderLevel="-4.47" HeadPl2="-5.6"/>
-            </DesignScenarios>
-            <StabilityOptions MapForSoilgeometries2D="DAMLive.geometries2D.0\" SoilDatabaseName="" ZoneType="NoZones"
-                              ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1"/>
-        </Location>
-    </Locations>
-    <SurfaceLines>
-        <SurfaceLine Name="RK210-560">
-            <Points>
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-                <Point X="31.329000000012456" Z="-4.27" PointType="25"/>
-            </Points>
-        </SurfaceLine>
-    </SurfaceLines>
-    <Soils>
-        <Soil Name="Sand" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="18"
-              BelowPhreaticLevel="18" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0"
-              FrictionAngle="30" DilatancyType="Phi" StrengthIncreaseExponent="0" RatioCuPc="0" Pop="0"/>
-        <Soil Name="Clay with silt" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="16"
-              BelowPhreaticLevel="18" ShearStrengthModel="SuCalculated" UseDefaultShearStrengthModel="false"
-              Cohesion="1" FrictionAngle="26" DilatancyType="Phi" StrengthIncreaseExponent="0.9" RatioCuPc="0.22"
-              Pop="15"/>
-        <Soil Name="Clay, deep" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="15.6"
-              BelowPhreaticLevel="15.6" ShearStrengthModel="SuCalculated" UseDefaultShearStrengthModel="false"
-              Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="0.9" RatioCuPc="0.23"
-              Pop="20"/>
-        <Soil Name="Peat, shallow" DiameterD70="0.00020999999999999998" PermeabKx="0.001" AbovePhreaticLevel="10.1"
-              BelowPhreaticLevel="10.1" ShearStrengthModel="SuCalculated" UseDefaultShearStrengthModel="false"
-              Cohesion="0" FrictionAngle="0" DilatancyType="Phi" StrengthIncreaseExponent="0.9" RatioCuPc="0.3"
-              Pop="5"/>
-    </Soils>
-    <Segments>
-        <Segment Name="Segment1">
-            <SoilGeometryProbability SoilProfileName="SoilProfile_NoInbetweenAquifer.stix"
-                                     SoilProfileType="ProfileType2D" SegmentFailureMechanismType="Stability"
-                                     Probability="100"/>
-        </Segment>
-        <Segment Name="Segment2">
-            <SoilGeometryProbability SoilProfileName="SoilProfile_OneInbetweenAquifer.stix"
-                                     SoilProfileType="ProfileType2D" SegmentFailureMechanismType="Stability"
-                                     Probability="100"/>
-        </Segment>
-    </Segments>
-    <SoilProfiles1D/>
-    <SoilProfiles2D>
-        <SoilProfile2D Name="SoilProfile_NoInbetweenAquifer.stix">
-            <Layers2D>
-                <Layer2D SoilName="Sand" IsAquifer="true" WaterpressureInterpolationModel="1">
-                    <Surface>
-                        <OuterLoop>
-                            <OuterPoint X="31.329" Z="-5.86"/>
-                            <OuterPoint X="31.329" Z="-7"/>
-                            <OuterPoint X="0" Z="-7"/>
-                            <OuterPoint X="0" Z="-5.99"/>
-                            <OuterPoint X="12.711" Z="-5.937"/>
-                            <OuterPoint X="22.851" Z="-5.895"/>
-                        </OuterLoop>
-                        <Innerloop/>
-                    </Surface>
-                </Layer2D>
-                <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
-                    <Surface>
-                        <OuterLoop>
-                            <OuterPoint X="12.711" Z="-5.937"/>
-                            <OuterPoint X="0" Z="-5.99"/>
-                            <OuterPoint X="0" Z="-4.49"/>
-                            <OuterPoint X="10.34" Z="-4.467"/>
-                        </OuterLoop>
-                        <Innerloop/>
-                    </Surface>
-                </Layer2D>
-                <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
-                    <Surface>
-                        <OuterLoop>
-                            <OuterPoint X="22.851" Z="-5.895"/>
-                            <OuterPoint X="12.711" Z="-5.937"/>
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-                        </OuterLoop>
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-                    </Surface>
-                </Layer2D>
-                <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
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-                    </Surface>
-                </Layer2D>
-                <Layer2D SoilName="Clay with silt" IsAquifer="false" WaterpressureInterpolationModel="1">
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+<Input xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xsd="http://www.w3.org/2001/XMLSchema" DamProjectType="Operational" FailureMechanismSystemType="StabilityInside" StabilityModelType="Bishop" ProjectPath="D:\DAM\DamClients\DamLive\trunk\src\Deltares.DamLive.Tests\bin\Debug\damLive2DProfile1" CalculationMap="DAMLive.Calc" MaxCalculationCores="1">
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+      </DesignScenarios>
+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1" />
+    </Location>
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+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Sand" StabilityShoulderGrowSlope="0.3333333333333333" StabilityShoulderGrowDeltaX="2" StabilitySlopeAdaptionDeltaX="2" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
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+      <StabilityOptions ZoneType="NoZones" ForbiddenZoneFactor="1" TrafficLoad="0" MinimumCircleDepth="1" />
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+      </DesignScenarios>
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+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Clay with silt" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
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+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Sand" IsAquifer="true" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="31.329" Z="-5.86" />
+              <OuterPoint X="31.329" Z="-7" />
+              <OuterPoint X="0" Z="-7" />
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+              <OuterPoint X="22.851" Z="-5.895" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="12.711" Z="-5.937" />
+              <OuterPoint X="0" Z="-5.99" />
+              <OuterPoint X="0" Z="-5" />
+              <OuterPoint X="10.94" Z="-5.09" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Sand" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="31.329" Z="-4.43" />
+              <OuterPoint X="31.329" Z="-4.66" />
+              <OuterPoint X="0" Z="-4.63" />
+              <OuterPoint X="0" Z="-4.34" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="22.851" Z="-5.895" />
+              <OuterPoint X="12.711" Z="-5.937" />
+              <OuterPoint X="10.94" Z="-5.09" />
+              <OuterPoint X="21.59" Z="-5.03" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Clay, deep" IsAquifer="false" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="31.329" Z="-5.06" />
+              <OuterPoint X="31.329" Z="-5.86" />
+              <OuterPoint X="22.851" Z="-5.895" />
+              <OuterPoint X="21.59" Z="-5.03" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+        <Layer2D SoilName="Clay with silt" IsAquifer="true" WaterpressureInterpolationModel="1">
+          <Surface>
+            <OuterLoop>
+              <OuterPoint X="31.329" Z="-4.66" />
+              <OuterPoint X="31.329" Z="-5.06" />
+              <OuterPoint X="21.59" Z="-5.03" />
+              <OuterPoint X="10.94" Z="-5.09" />
+              <OuterPoint X="0" Z="-5" />
+              <OuterPoint X="0" Z="-4.63" />
+            </OuterLoop>
+            <Innerloop />
+          </Surface>
+        </Layer2D>
+      </Layers2D>
+      <PreconsolidationStresses />
+    </SoilProfile2D>
+  </SoilProfiles2D>
+  <StabilityParameters SearchMethod="CalculationGrid" BishopSearchAreaDetermination="Specified" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="10" BishopGridVerticalPointsDistance="2.5" BishopGridHorizontalPointsCount="10" BishopGridHorizontalPointsDistance="2.5" UpliftVanGridDetermination="Specified" UpliftVanGridLeftVerticalPointsCount="10" UpliftVanGridLeftVerticalPointsDistance="2.5" UpliftVanGridLeftHorizontalPointsCount="10" UpliftVanGridLeftHorizontalPointsDistance="2.5" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2.5" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2.5" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" />
+  <TrafficLoadDegreeOfConsolidations>
+    <TrafficLoadDegreeOfConsolidation SoilName="Sand" DegreeOfConsolidation="100" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Clay with silt" DegreeOfConsolidation="100" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Clay, deep" DegreeOfConsolidation="100" />
+    <TrafficLoadDegreeOfConsolidation SoilName="Peat, shallow" DegreeOfConsolidation="100" />
+  </TrafficLoadDegreeOfConsolidations>
+  <OperationalInputTimeSeries>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL1_River" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.2" />
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+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL1_DikeMiddleCrest" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.6" />
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+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL1_Ditch" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.7" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL1_Polder" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.8" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL3_River" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.15" />
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+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL3_DikeMiddleCrest" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.15" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc1_PL3_Ditch" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.15" />
+      </Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.57" />
+      </Entries>
+    </TimeSerie>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-1.97" />
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.4" />
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.35" />
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+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL1_Polder" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.65" />
+      </Entries>
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+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL3_River" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.85" />
+      </Entries>
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+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-3.15" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL3_Ditch" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.55" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL3_Polder" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-4.35" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL4_River" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
+        <TimeSerieEntry DateTime="2016-03-02T03:10:00" Value="-2.7" />
+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.75" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL4_DikeMiddleCrest" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
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+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-2.85" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL4_Ditch" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
+        <TimeSerieEntry DateTime="2016-03-02T03:10:00" Value="-5" />
+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-5.1" />
+      </Entries>
+    </TimeSerie>
+    <TimeSerie ForecastDateTime="0001-01-01T00:00:00" LocationId="SensorLoc2_PL4_Polder" ParameterId="H.meting" StartDateTime="2016-03-02T03:10:00" EndDateTime="2018-07-05T10:00:00" MissVal="NaN" Units="mNAP">
+      <Entries>
+        <TimeSerieEntry DateTime="2016-03-02T03:10:00" Value="-5.1" />
+        <TimeSerieEntry DateTime="2016-03-02T03:20:00" Value="-5.15" />
+      </Entries>
+    </TimeSerie>
+  </OperationalInputTimeSeries>
+  <SensorData>
+    <SensorGroups>
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+        <SensorIds SensorId="1" />
+        <SensorIds SensorId="2" />
+        <SensorIds SensorId="3" />
+        <SensorIds SensorId="4" />
+        <SensorIds SensorId="11" />
+        <SensorIds SensorId="12" />
+        <SensorIds SensorId="13" />
+        <SensorIds SensorId="14" />
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+      <SensorGroup Id="2">
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+        <SensorIds SensorId="22" />
+        <SensorIds SensorId="23" />
+        <SensorIds SensorId="24" />
+        <SensorIds SensorId="31" />
+        <SensorIds SensorId="32" />
+        <SensorIds SensorId="33" />
+        <SensorIds SensorId="34" />
+        <SensorIds SensorId="41" />
+        <SensorIds SensorId="42" />
+        <SensorIds SensorId="43" />
+        <SensorIds SensorId="44" />
+      </SensorGroup>
+    </SensorGroups>
+    <Sensors>
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+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="2" RelativeLocation="9.959" SensorType="0" Name="SensorLoc1_PL1_DikeMiddleCrest">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="3" RelativeLocation="23.2" SensorType="0" Name="SensorLoc1_PL1_Ditch">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="4" RelativeLocation="31" SensorType="2" Name="SensorLoc1_PL1_Polder">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="11" RelativeLocation="0.5" SensorType="0" Name="SensorLoc1_PL3_River">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="12" RelativeLocation="9.959" SensorType="0" Name="SensorLoc1_PL3_DikeMiddleCrest">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="13" RelativeLocation="23.2" SensorType="0" Name="SensorLoc1_PL3_Ditch">
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+      </Sensor>
+      <Sensor Id="14" RelativeLocation="31" SensorType="0" Name="SensorLoc1_PL3_Polder">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="21" RelativeLocation="0.5" SensorType="1" Name="SensorLoc2_PL1_River">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="22" RelativeLocation="9.959" SensorType="0" Name="SensorLoc2_PL1_DikeMiddleCrest">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="23" RelativeLocation="23.2" SensorType="0" Name="SensorLoc2_PL1_Ditch">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="24" RelativeLocation="31" SensorType="2" Name="SensorLoc2_PL1_Polder">
+        <PlLineMapping PLineType="1" />
+      </Sensor>
+      <Sensor Id="31" RelativeLocation="0.5" SensorType="0" Name="SensorLoc2_PL3_River">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="32" RelativeLocation="9.959" SensorType="0" Name="SensorLoc2_PL3_DikeMiddleCrest">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="33" RelativeLocation="23.2" SensorType="0" Name="SensorLoc2_PL3_Ditch">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="34" RelativeLocation="31" SensorType="0" Name="SensorLoc2_PL3_Polder">
+        <PlLineMapping PLineType="3" />
+      </Sensor>
+      <Sensor Id="41" RelativeLocation="0.5" SensorType="0" Name="SensorLoc2_PL4_River">
+        <PlLineMapping PLineType="4" />
+      </Sensor>
+      <Sensor Id="42" RelativeLocation="9.959" SensorType="0" Name="SensorLoc2_PL4_DikeMiddleCrest">
+        <PlLineMapping PLineType="4" />
+      </Sensor>
+      <Sensor Id="43" RelativeLocation="23.2" SensorType="0" Name="SensorLoc2_PL4_Ditch">
+        <PlLineMapping PLineType="4" />
+      </Sensor>
+      <Sensor Id="44" RelativeLocation="31" SensorType="0" Name="SensorLoc2_PL4_Polder">
+        <PlLineMapping PLineType="4" />
+      </Sensor>
+    </Sensors>
+    <SensorLocations>
+      <SensorLocation LocationId="LocationOnlyPL3" SourceTypePl1WaterLevelAtRiver="2" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2" SourceTypePl3="2" SourceTypePl4="2" GroupId="1" />
+      <SensorLocation LocationId="LocationPL3AndPL4" SourceTypePl1WaterLevelAtRiver="2" SourceTypePl1PlLineOffsetBelowDikeTopAtRiver="0" SourceTypePl1PlLineOffsetBelowDikeTopAtPolder="0" SourceTypePl1PlLineOffsetBelowShoulderBaseInside="0" SourceTypePl1PlLineOffsetBelowDikeToeAtPolder="0" SourceTypePl1WaterLevelAtPolder="2" SourceTypePl3="2" SourceTypePl4="2" GroupId="2" />
+    </SensorLocations>
+  </SensorData>
 </Input>
\ No newline at end of file