Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijerVnk/DamPipingSellmeijerVnkKernelWrapper.cs
===================================================================
diff -u -r1217 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijerVnk/DamPipingSellmeijerVnkKernelWrapper.cs	(.../DamPipingSellmeijerVnkKernelWrapper.cs)	(revision 1217)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijerVnk/DamPipingSellmeijerVnkKernelWrapper.cs	(.../DamPipingSellmeijerVnkKernelWrapper.cs)	(revision 1237)
@@ -33,6 +33,7 @@
 using Deltares.DamEngine.Calculators.DikesDesign;
 using Deltares.DamEngine.Calculators.Properties;
 using Deltares.DamEngine.Data.Design;
+using Deltares.DamEngine.Data.General.PlLines;
 using Deltares.DamEngine.Data.Geometry;
 using Deltares.DamEngine.Data.Standard.Calculation;
 
@@ -55,98 +56,113 @@
         /// </returns>
         public PrepareResult Prepare(DamKernelInput damKernelInput, int iterationIndex, out IKernelDataInput kernelDataInput, out IKernelDataOutput kernelDataOutput)
         {
-            var damOutput = new DamPipingSellmeijerVnkOutput()
+            var damPipingOutput = new DamPipingSellmeijerVnkOutput()
             {
                 FoSp = defaultMaxReturnValue
             };
-            kernelDataOutput = damOutput;
+            kernelDataOutput = damPipingOutput;
             if (damKernelInput.SubSoilScenario.SegmentFailureMechanismType == FailureMechanismSystemType.Piping)
             {
                 var soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
-                var surfaceLine = damKernelInput.Location.SurfaceLine;
                 var location = damKernelInput.Location;
-                double riverLevel = damKernelInput.RiverLevelHigh;
+                double waterLevel = damKernelInput.RiverLevelHigh;
                 UpliftSituation upliftSituation;
-                var plLines = PlLinesHelper.CreatePlLinesForPiping(location, soilProfile1D, riverLevel,
+                var plLines = PlLinesHelper.CreatePlLinesForPiping(location, soilProfile1D, waterLevel,
                     damKernelInput.DamFailureMechanismeCalculationSpecification.AssessmentScenarioJobSettings.HydraulicShortcutType,
                     out upliftSituation);
-                var upliftLocationDeterminator = new UpliftLocationDeterminator
-                {
-                    PlLines = plLines,
-                    SoilProfile = soilProfile1D,
-                    SurfaceLine = surfaceLine,
-                    DikeEmbankmentMaterial = location.GetDikeEmbankmentSoil(),
-                    XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin
-                };
-                var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(location.ModelFactors.UpliftCriterionPiping.Value);
-                upliftSituation.IsUplift = (upliftLocationAndResult != null);
-                var xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
-                var xExit = 0.0;
-                var surfaceLevel = 0.0;
-                var dCoverLayer = 0.0;
-                var permeabilityKx = 0.0;
-                double? upliftFactor = null;
-                if (upliftLocationAndResult != null)
-                {
-                    xExit = upliftLocationAndResult.X;
-                    surfaceLevel = surfaceLine.Geometry.GetZatX(upliftLocationAndResult.X);
-                    var topLevelAquifer = soilProfile1D.GetLayerWithName(upliftLocationAndResult.LayerWhereUpliftOccuresId).TopLevel;
-                    dCoverLayer = DamPipingHelper.DetermineHeightCoverLayer(topLevelAquifer, surfaceLevel);
+                EvaluateUpliftSituation(damKernelInput, out kernelDataInput, plLines, waterLevel, damPipingOutput);
+                return PrepareResult.Successful;
+            }
+            kernelDataInput = null;
+            return PrepareResult.NotRelevant;
+        }
 
-                    var aquiferLayer = SoilProfile1DAquiferLayerCombiner.CombineLayers(soilProfile1D, upliftLocationAndResult.LayerWhereUpliftOccuresId);
+        private static void EvaluateUpliftSituation(DamKernelInput damKernelInput, out IKernelDataInput kernelDataInput,
+            PlLines plLines, double waterLevel, DamPipingSellmeijerVnkOutput damPipingOutput)
+        {
+            const double upliftCriterionTolerance = 0.000000001;
+            var soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
+            var surfaceLine = damKernelInput.Location.SurfaceLine;
+            var location = damKernelInput.Location;
+            var upliftSituation = new UpliftSituation();
+            var upliftLocationDeterminator = new UpliftLocationDeterminator
+            {
+                PlLines = plLines,
+                SoilProfile = soilProfile1D,
+                SurfaceLine = surfaceLine,
+                DikeEmbankmentMaterial = location.GetDikeEmbankmentSoil(),
+                XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin
+            };
+            // The tolerance is built in because after design it could be that the value that is designed to, is not reached by this margin
+            var upliftCriterion = location.UpliftCriterionPiping.Value - upliftCriterionTolerance;
+            var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(upliftCriterion);
+            upliftSituation.IsUplift = (upliftLocationAndResult != null);
+            var xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
+            var xExit = 0.0;
+            var surfaceLevel = 0.0;
+            var dCoverLayer = 0.0;
+            var permeabilityKx = 0.0;
+            double? upliftFactor = null;
+            if (upliftLocationAndResult != null)
+            {
+                xExit = upliftLocationAndResult.X;
+                surfaceLevel = surfaceLine.Geometry.GetZatX(upliftLocationAndResult.X);
+                var topLevelAquifer = soilProfile1D.GetLayerWithName(upliftLocationAndResult.LayerWhereUpliftOccuresId)
+                    .TopLevel;
+                dCoverLayer = DamPipingHelper.DetermineHeightCoverLayer(topLevelAquifer, surfaceLevel);
 
-                    permeabilityKx = aquiferLayer.PermeabilityKx;
-                    upliftFactor = upliftLocationAndResult.UpliftFactor;
-                }
-                var seepageLength = xExit - xEntry;
+                var aquiferLayer = SoilProfile1DAquiferLayerCombiner.CombineLayers(soilProfile1D,
+                    upliftLocationAndResult.LayerWhereUpliftOccuresId);
 
-                // Reference level is highest value of surfaceLevel or PolderLevel
-                // Uit TR Zandmeevoerende wellen (1999): "Het verval dH is gelijk aan het verschil tussen buitenwaterstand (het ontwerppeil(OP)) 
-                // bij zeedijken en de maatgevende hoogwaterstand (MHW bij rivierdijken) en de waterstand binnendijks ter plaatse van het uittredepunt, 
-                // rekening houdend met zeespiegelrijzing etc.(zie paragraaf 3.7.2). In dien ter plaatse van het uittreepunt of de opbarstlocatie 
-                // geen vrije waterstand heerst kan gerekend worden met het maaiveldniveau, rekening houdend met eventuele maaiveld daling (zie paragraaf 3.7.2)."
-                var referenceLevel = Math.Max(location.PolderLevel, surfaceLevel);
+                permeabilityKx = aquiferLayer.PermeabilityKx;
+                upliftFactor = upliftLocationAndResult.UpliftFactor;
+            }
 
-                Soil inBetweenAquiferlayerSoil = soilProfile1D.BottomAquiferLayer.Soil;
-                double inBetweenAquiferlayerHeight;
-                var bottomAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.BottomAquiferLayer);
-                if (soilProfile1D.InBetweenAquiferLayer != null)
-                {
-                    inBetweenAquiferlayerSoil = soilProfile1D.InBetweenAquiferLayer.Soil;
-                    inBetweenAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.InBetweenAquiferLayer);
-                }
-                else
-                {
-                    bottomAquiferlayerHeight = bottomAquiferlayerHeight / 2;
-                    inBetweenAquiferlayerHeight = bottomAquiferlayerHeight;
-                }
+            var seepageLength = xExit - xEntry;
 
-                kernelDataInput = new DamPipingSellmeijerVnkInput()
-                {
-                    HRiver = riverLevel,
-                    HExit = referenceLevel,
-                    PolderLevel = location.PolderLevel,
-                    Rc = defaultFluidisationGradient,
-                    DTotal = dCoverLayer,
-                    SeepageLength  = seepageLength,
-                    D70 = inBetweenAquiferlayerSoil.DiameterD70 * Physics.FactorMeterToMicroMeter,
-                    WhitesConstant = inBetweenAquiferlayerSoil.WhitesConstant,
-                    BeddingAngle = inBetweenAquiferlayerSoil.BeddingAngle,
-                    PermeabilityKx = permeabilityKx,
-                    WaterViscosity = Physics.WaterViscosity,
-                    SurfaceLevel = surfaceLevel,
-                    DInBetweenAquiferlayer = inBetweenAquiferlayerHeight,
-                    DBottomAquiferlayer = bottomAquiferlayerHeight,
-                    PermeabilityInBetweenAquiferlayer = inBetweenAquiferlayerSoil.PermeabKx,
-                    PermeabilityBottomAquiferlayer = soilProfile1D.BottomAquiferLayer.Soil.PermeabKx,
-                };
-                damOutput.ExitPointX = xExit;
-                damOutput.UpliftFactor = upliftFactor;
-                damOutput.UpliftSituation = upliftSituation;
-                return PrepareResult.Successful;
+            // Reference level is highest value of surfaceLevel or PolderLevel
+            // Uit TR Zandmeevoerende wellen (1999): "Het verval dH is gelijk aan het verschil tussen buitenwaterstand (het ontwerppeil(OP)) 
+            // bij zeedijken en de maatgevende hoogwaterstand (MHW bij rivierdijken) en de waterstand binnendijks ter plaatse van het uittredepunt, 
+            // rekening houdend met zeespiegelrijzing etc.(zie paragraaf 3.7.2). In dien ter plaatse van het uittreepunt of de opbarstlocatie 
+            // geen vrije waterstand heerst kan gerekend worden met het maaiveldniveau, rekening houdend met eventuele maaiveld daling (zie paragraaf 3.7.2)."
+            var referenceLevel = Math.Max(location.PolderLevel, surfaceLevel);
+
+            Soil inBetweenAquiferlayerSoil = soilProfile1D.BottomAquiferLayer.Soil;
+            double inBetweenAquiferlayerHeight;
+            var bottomAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.BottomAquiferLayer);
+            if (soilProfile1D.InBetweenAquiferLayer != null)
+            {
+                inBetweenAquiferlayerSoil = soilProfile1D.InBetweenAquiferLayer.Soil;
+                inBetweenAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.InBetweenAquiferLayer);
             }
-            kernelDataInput = null;
-            return PrepareResult.NotRelevant;
+            else
+            {
+                bottomAquiferlayerHeight = bottomAquiferlayerHeight / 2;
+                inBetweenAquiferlayerHeight = bottomAquiferlayerHeight;
+            }
+
+            kernelDataInput = new DamPipingSellmeijerVnkInput()
+            {
+                HRiver = waterLevel,
+                HExit = referenceLevel,
+                PolderLevel = location.PolderLevel,
+                Rc = defaultFluidisationGradient,
+                DTotal = dCoverLayer,
+                SeepageLength = seepageLength,
+                D70 = inBetweenAquiferlayerSoil.DiameterD70 * Physics.FactorMeterToMicroMeter,
+                WhitesConstant = inBetweenAquiferlayerSoil.WhitesConstant,
+                BeddingAngle = inBetweenAquiferlayerSoil.BeddingAngle,
+                PermeabilityKx = permeabilityKx,
+                WaterViscosity = Physics.WaterViscosity,
+                SurfaceLevel = surfaceLevel,
+                DInBetweenAquiferlayer = inBetweenAquiferlayerHeight,
+                DBottomAquiferlayer = bottomAquiferlayerHeight,
+                PermeabilityInBetweenAquiferlayer = inBetweenAquiferlayerSoil.PermeabKx,
+                PermeabilityBottomAquiferlayer = soilProfile1D.BottomAquiferLayer.Soil.PermeabKx,
+            };
+            damPipingOutput.ExitPointX = xExit;
+            damPipingOutput.UpliftFactor = upliftFactor;
+            damPipingOutput.UpliftSituation = upliftSituation;
         }
 
         /// <summary>
@@ -187,25 +203,34 @@
         public void Execute(IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, out List<LogMessage> messages)
         {
             DamPipingSellmeijerVnkInput damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
-            if (damPipingInput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK);
-            }
             DamPipingSellmeijerVnkOutput damPipingOutput = (DamPipingSellmeijerVnkOutput)kernelDataOutput;
-            if (damPipingOutput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK);
-            }
+            ThrowWhenKernelInputNull(damPipingInput);
+            ThrowWhenKernelOutputNull(damPipingOutput);
+            PerformSingleCalculationSellmeijerVnk(out messages, damPipingOutput, damPipingInput);
+        }
+
+        private static void PerformSingleCalculationSellmeijerVnk(out List<LogMessage> messages, DamPipingSellmeijerVnkOutput damPipingOutput,
+            DamPipingSellmeijerVnkInput damPipingInput)
+        {
+            damPipingOutput.CalculationResult = CalculationResult.NoRun;
             damPipingOutput.FoSp = defaultMaxReturnValue;
             messages = new List<LogMessage>();
-            if (damPipingOutput.UpliftSituation.IsUplift)
+            try
             {
-                var calculator = CreatePipingCalculatorSellmeijerVnk(kernelDataInput);
-                calculator.Calculate();
-                damPipingOutput.FoSp = calculator.FoSp;
-                damPipingOutput.Hc = calculator.Hc;
-                damPipingOutput.CalculationResult = CalculationResult.Succeeded;
+                if (damPipingOutput.UpliftSituation.IsUplift)
+                {
+                    var calculator = CreatePipingCalculatorSellmeijerVnk(damPipingInput);
+                    calculator.Calculate();
+                    damPipingOutput.FoSp = calculator.FoSp;
+                    damPipingOutput.Hc = calculator.Hc;
+                    damPipingOutput.CalculationResult = CalculationResult.Succeeded;
+                }
             }
+            catch (Exception e)
+            {
+                damPipingOutput.CalculationResult = CalculationResult.UnexpectedError;
+                messages.Add(new LogMessage(LogMessageType.Error, null, e.Message));
+            }
         }
 
         /// <summary>
@@ -221,14 +246,8 @@
             string resultMessage, out List<DesignResult> designResults)
         {
             DamPipingSellmeijerVnkOutput damPipingOutput = kernelDataOutput as DamPipingSellmeijerVnkOutput;
-            if (damPipingOutput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK);
-            }
-            if (damKernelInput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
-            }
+            ThrowWhenDamKernelInputNull(damKernelInput);
+            ThrowWhenKernelOutputNull(damPipingOutput);
 
             designResults = new List<DesignResult>();
             var designResult = new DesignResult(damKernelInput.DamFailureMechanismeCalculationSpecification,
@@ -240,7 +259,6 @@
             var pipingDesignResults = new PipingDesignResults(PipingModelType.SellmeijerVnk);
             designResult.PipingDesignResults = pipingDesignResults;
             pipingDesignResults.ResultMessage = resultMessage;
-            // TODO: for now this only works for NoAdaption of geometry; if adaption is enabled, the real redesigned surfaceline has to be assigned
             pipingDesignResults.RedesignedSurfaceLine = damKernelInput.Location.SurfaceLine;
             pipingDesignResults.SellmeijerVnkFactor = damPipingOutput.FoSp;
             pipingDesignResults.SellmeijerVnkHcritical = damPipingOutput.Hc;
@@ -259,10 +277,53 @@
         /// <param name="point">The point.</param>
         /// <param name="messages">The messages.</param>
         /// <returns></returns>
-        /// <exception cref="System.NotImplementedException"></exception>
         public ShoulderDesign CalculateDesignAtPoint(DamKernelInput damKernelInput, IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, GeometryPoint point, out List<LogMessage> messages)
         {
-            throw new NotImplementedException();
+            messages = new List<LogMessage>();
+            var damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
+            var damPipingOutput = (DamPipingSellmeijerVnkOutput)kernelDataOutput;
+            ThrowWhenDamKernelInputNull(damKernelInput);
+            ThrowWhenKernelOutputNull(damPipingOutput);
+            Location location = damKernelInput.Location;
+            SoilProfile1D soilProfile = damKernelInput.SubSoilScenario.SoilProfile1D;
+            SurfaceLine2 surfaceLine = damKernelInput.Location.SurfaceLine;
+
+            PlLines plLines;
+            UpliftLocationAndResult upliftLocationAndResult;
+            DamPipingHelper.DeterminePlLinesAndUpliftLocation(damKernelInput, point, out plLines, out upliftLocationAndResult);
+
+            double requiredFoS = location.ModelFactors.RequiredSafetyFactorPiping.Value;
+            double upliftCriterion = location.UpliftCriterionPiping.Value;
+            // if there is no uplift, then there is no piping so return null
+            if (upliftLocationAndResult != null)
+            {
+                double xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
+                double xExit = upliftLocationAndResult.X;
+                damPipingInput.SeepageLength = xExit - xEntry;
+                var topLevelAquifer = soilProfile.GetLayerWithName(upliftLocationAndResult.LayerWhereUpliftOccuresId).TopLevel;
+
+                // The following 2 parameters are dependent on the position of the point and have to be recalculated for the current point
+                double dCoverLayer = DamPipingHelper.DetermineHeightCoverLayer(topLevelAquifer, point.Z); // point.Z is surfacelevel
+                damPipingInput.DTotal = dCoverLayer;
+                double referenceLevel = Math.Max(location.PolderLevel, point.Z); // point.Z is surfacelevel
+                damPipingInput.HExit = referenceLevel;
+
+                // Calculate the piping safety factor using the level of the given point
+                PerformSingleCalculationSellmeijerVnk(out messages, damPipingOutput, damPipingInput);
+
+                // If too low, then determine required height and length (from uplift)
+                if (damPipingOutput.FoSp < requiredFoS)
+                {
+                    // Finally, determine the required shoulderheight
+                    double currentShoulderHeight = upliftLocationAndResult.Z -
+                                                   surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtPolder).Z;
+                    var shoulderDesign = new ShoulderDesign(
+                        upliftLocationAndResult.X - surfaceLine.GetDikeToeInward().X,
+                        currentShoulderHeight + ShoulderDesignHelper.CalculateExtraShoulderHeight(soilProfile, plLines, upliftLocationAndResult, upliftCriterion));
+                    return shoulderDesign;
+                }
+            }
+            return null;
         }
 
         /// <summary>
@@ -276,11 +337,19 @@
         /// <returns>
         /// if the design was succesful
         /// </returns>
-        /// <exception cref="System.NotImplementedException"></exception>
         public bool EvaluateDesign(DamKernelInput damKernelInput, IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput,
             out DesignAdvise designAdvise, out string evaluationMessage)
         {
-            throw new NotImplementedException();
+            var damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
+            var damPipingOutput = (DamPipingSellmeijerVnkOutput)kernelDataOutput;
+            ThrowWhenKernelInputNull(damPipingInput);
+            ThrowWhenDamKernelInputNull(damKernelInput);
+            ThrowWhenKernelOutputNull(damPipingOutput);
+            double fosRequiered = damKernelInput.Location.ModelFactors.RequiredSafetyFactorPiping.Value;
+            double fosAchieved = damPipingOutput.FoSp;
+            evaluationMessage = String.Format(Resources.FactorAchievedVsFactorRequired, fosAchieved, fosRequiered);
+            designAdvise = DesignAdvise.None;
+            return (fosAchieved >= fosRequiered);
         }
 
         public void PrepareDesign(IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, DamKernelInput damKernelInput,
@@ -303,10 +372,7 @@
         private static PipingCalculatorSellmeijerVNK CreatePipingCalculatorSellmeijerVnk(IKernelDataInput kernelDataInput)
         {
             DamPipingSellmeijerVnkInput damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
-            if (damPipingInput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
-            }
+            ThrowWhenKernelInputNull(damPipingInput);
             var calculator = new PipingCalculatorSellmeijerVNK()
             {
                 HRiver = damPipingInput.HRiver,
@@ -328,5 +394,28 @@
             return calculator;
         }
 
+        private static void ThrowWhenKernelInputNull(DamPipingSellmeijerVnkInput damPipingInput)
+        {
+            if (damPipingInput == null)
+            {
+                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
+            }
+        }
+
+        private static void ThrowWhenKernelOutputNull(DamPipingSellmeijerVnkOutput damPipingOutput)
+        {
+            if (damPipingOutput == null)
+            {
+                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK);
+            }
+        }
+
+        private static void ThrowWhenDamKernelInputNull(DamKernelInput damKernelInput)
+        {
+            if (damKernelInput == null)
+            {
+                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
+            }
+        }
     }
 }
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.nl-NL.resx
===================================================================
diff -u -r1216 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.nl-NL.resx	(.../Resources.nl-NL.resx)	(revision 1216)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.nl-NL.resx	(.../Resources.nl-NL.resx)	(revision 1237)
@@ -162,9 +162,6 @@
   <data name="DamPipingSellmeijer4ForcesKernelWrapper_NoOutputObjectDefinedForSellmeijer4Forces" xml:space="preserve">
     <value>Geen uitvoer object gedefinieerd voor Sellmeijer 4 Krachten</value>
   </data>
-  <data name="DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK" xml:space="preserve">
-    <value>Geen invoer object gedefinieerd voor Sellmeijer VNK</value>
-  </data>
   <data name="DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK" xml:space="preserve">
     <value>Geen invoer object gedefinieerd voor Sellmeijer VNK</value>
   </data>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijer4Forces/DamPipingSellmeijer4ForcesKernelWrapper.cs
===================================================================
diff -u -r1217 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijer4Forces/DamPipingSellmeijer4ForcesKernelWrapper.cs	(.../DamPipingSellmeijer4ForcesKernelWrapper.cs)	(revision 1217)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingSellmeijer4Forces/DamPipingSellmeijer4ForcesKernelWrapper.cs	(.../DamPipingSellmeijer4ForcesKernelWrapper.cs)	(revision 1237)
@@ -84,10 +84,10 @@
             DamPipingSellmeijer4ForcesOutput damPipingOutput)
         {
             const double upliftCriterionTolerance = 0.000000001;
-            SoilProfile1D soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
-            SurfaceLine2 surfaceLine = damKernelInput.Location.SurfaceLine;
-            Location location = damKernelInput.Location;
-            UpliftSituation upliftSituation = new UpliftSituation();
+            var soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
+            var surfaceLine = damKernelInput.Location.SurfaceLine;
+            var location = damKernelInput.Location;
+            var upliftSituation = new UpliftSituation();
             var upliftLocationDeterminator = new UpliftLocationDeterminator
             {
                 PlLines = plLines,
@@ -97,7 +97,7 @@
                 XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin
             };
             // The tolerance is built in because after design it could be that the value that is designed to, is not reached by this margin
-            double upliftCriterion = location.UpliftCriterionPiping.Value - upliftCriterionTolerance;
+            var upliftCriterion = location.UpliftCriterionPiping.Value - upliftCriterionTolerance;
             var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(upliftCriterion);
             upliftSituation.IsUplift = (upliftLocationAndResult != null);
             var xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
@@ -227,10 +227,7 @@
         private static PipingCalculatorSellmeijer4Forces CreatePipingCalculatorSellmeijer4Forces(IKernelDataInput kernelDataInput)
         {
             DamPipingSellmeijer4ForcesInput damPipingInput = kernelDataInput as DamPipingSellmeijer4ForcesInput;
-            if (damPipingInput == null)
-            {
-                throw new NoNullAllowedException(Resources.DamPipingSellmeijer4ForcesKernelWrapper_NoInputObjectDefinedForSellmeijer4Forces);
-            }
+            ThrowWhenKernelInputNull(damPipingInput);
             var calculator = new PipingCalculatorSellmeijer4Forces
             {
                 HRiver = damPipingInput.HRiver,
@@ -274,7 +271,6 @@
             var pipingDesignResults = new PipingDesignResults(PipingModelType.Sellmeijer4Forces);
             designResult.PipingDesignResults = pipingDesignResults;
             pipingDesignResults.ResultMessage = resultMessage;
-            // TODO: for now this only works for NoAdaption of geometry; if adaption is enabled, the real redesigned surfaceline has to be assigned
             pipingDesignResults.RedesignedSurfaceLine = damKernelInput.Location.SurfaceLine;
             pipingDesignResults.Sellmeijer4ForcesFactor = damPipingOutput.FoSp;
             pipingDesignResults.Sellmeijer4ForcesHcritical = damPipingOutput.Hc;
@@ -293,7 +289,6 @@
         /// <param name="point">The point.</param>
         /// <param name="messages">The messages.</param>
         /// <returns></returns>
-        /// <exception cref="System.NotImplementedException"></exception>
         public ShoulderDesign CalculateDesignAtPoint(DamKernelInput damKernelInput, IKernelDataInput kernelDataInput, 
             IKernelDataOutput kernelDataOutput, GeometryPoint point, out List<LogMessage> messages)
         {
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs
===================================================================
diff -u -r1217 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs	(.../DamPipingBlighKernelWrapper.cs)	(revision 1217)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs	(.../DamPipingBlighKernelWrapper.cs)	(revision 1237)
@@ -260,7 +260,6 @@
             pipingDesignResults.ResultMessage = resultMessage;
             pipingDesignResults.BlighFactor = damPipingBlighOutput.FoSp;
             pipingDesignResults.BlighHcritical = damPipingBlighOutput.Hc;
-            // TODO: for now this only works for NoAdaption of geometry; if adaption is enabled, the real redesigned surfaceline has to be assigned
             pipingDesignResults.RedesignedSurfaceLine = damKernelInput.Location.SurfaceLine;
             pipingDesignResults.UpliftSituation = damPipingBlighOutput.UpliftSituation;
             pipingDesignResults.LocalExitPointX = damPipingBlighOutput.ExitPointX;
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.Designer.cs
===================================================================
diff -u -r1216 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.Designer.cs	(.../Resources.Designer.cs)	(revision 1216)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.Designer.cs	(.../Resources.Designer.cs)	(revision 1237)
@@ -202,15 +202,6 @@
         /// <summary>
         ///   Looks up a localized string similar to No input object defined for Sellmeijer VNK.
         /// </summary>
-        internal static string DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK {
-            get {
-                return ResourceManager.GetString("DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK", resourceCulture);
-            }
-        }
-        
-        /// <summary>
-        ///   Looks up a localized string similar to No input object defined for Sellmeijer VNK.
-        /// </summary>
         internal static string DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK {
             get {
                 return ResourceManager.GetString("DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK", resourceCulture);
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj
===================================================================
diff -u -r1203 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj	(.../Deltares.DamEngine.Interface.Tests.csproj)	(revision 1203)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/Deltares.DamEngine.Interface.Tests.csproj	(.../Deltares.DamEngine.Interface.Tests.csproj)	(revision 1237)
@@ -150,6 +150,9 @@
     <Content Include="TestFiles\PipingVoorbeeld1_Sellmeijer4ForcesInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
+    <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml">
+      <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
+    </Content>
     <Content Include="TestFiles\PipingVoorbeeld1_SellmeijerVNKInputFile.xml">
       <CopyToOutputDirectory>PreserveNewest</CopyToOutputDirectory>
     </Content>
Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.resx
===================================================================
diff -u -r1216 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.resx	(.../Resources.resx)	(revision 1216)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/Properties/Resources.resx	(.../Resources.resx)	(revision 1237)
@@ -144,9 +144,6 @@
   <data name="DamPipingBlighKernelWrapper_NoOutputObjectDefinedForBligh" xml:space="preserve">
     <value>No output object defined for Bligh</value>
   </data>
-  <data name="DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK" xml:space="preserve">
-    <value>No input object defined for Sellmeijer VNK</value>
-  </data>
   <data name="DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK" xml:space="preserve">
     <value>No output object defined for Sellmeijer VNK</value>
   </data>
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs
===================================================================
diff -u -r1161 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs	(.../PipingSellmeijerVnkTests.cs)	(revision 1161)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijerVnkTests.cs	(.../PipingSellmeijerVnkTests.cs)	(revision 1237)
@@ -20,6 +20,8 @@
 // All rights reserved.
 
 using System.IO;
+using Deltares.DamEngine.Data.General;
+using Deltares.DamEngine.Data.Geotechnics;
 using Deltares.DamEngine.Io;
 using NUnit.Framework;
 
@@ -75,5 +77,61 @@
             Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
         }
 
+        [Test]
+        public void CanPerformSellmeijerVnkDesignWithAdaptionPipingVoorbeeld1()
+        {
+            // Based on ".\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerVNK.damx"
+            // Set Analysis type to "Adapt geometry"
+            // Change required safety factor piping to 1.01
+            const string fileName = @"TestFiles\PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml";
+            string inputString = File.ReadAllText(fileName);
+            EngineInterface engineInterface = new EngineInterface(inputString);
+            Assert.IsNotNull(engineInterface.DamProjectData);
+            string outputString = engineInterface.Run();
+            Assert.IsNotNull(outputString);
+            var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
+            DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(output);
+            SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+            // uplift = true
+            Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+            // shoulder height = 1.995
+            Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+            // dike length = 84.486
+            Assert.AreEqual(84.486, redesignedSurfaceLine.GetDikeLength(), tolerance);
+
+            // ShoulderWidth = X_Kruin binnenberm - X_Insteek binnenberm = 82.51 - 29.01 = 53.5
+            // Read from PipingSellmeijerVNK_Piping_CharacteristicPoints.csv by export surfacelines in Release
+            Assert.AreEqual(53.5, redesignedSurfaceLine.DetermineShoulderWidth(), tolerance);
+
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4MinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4HeadAdjusted, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
+
+            // The ExitPointX in Dam 15.1.2.24738 is (incorrectly) not shown
+            // ExitPointX = X_Teen dijk binnenwaarts = 94.486
+            // Read from PipingSellmeijerVNK_Piping_CharacteristicPoints.csv by export surfacelines in Release
+            Assert.AreEqual(94.486, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
+
+            // The following values are not the same as in the Dam 15.1.2.24738 release
+            // The final piping calculation at the redesigned situation is done at X = 29.014 (the "insteek van de berm"), 
+            // but it should have been done at X = 94.486 (the "teen van de dijk")
+            // Found expected values by debugging with Classic
+            // after change in Classic: upliftLocationDeterminator.GetLocationAndResult(upliftcriterion - 0.000000001) 
+
+            // The Factor in Dam 15.1.2.24738 is 1.167, but that is not correct, because that is the value at X = 29.014
+            // expected value = 1.070
+            Assert.AreEqual(1.070, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.SellmeijerVnkFactor, tolerance);
+            // The Hcritical in Dam 15.1.2.24738 is 2.105, but that is not correct, because that is the value at X = 29.014
+            // expected value = 4.067
+            Assert.AreEqual(4.067, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.SellmeijerVnkHcritical, tolerance);
+
+            // The upliftfactor in Dam 15.1.2.24738 is (incorrectly) not shown
+            // expected value = 0.582
+            Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+        }
+
     }
 }
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs
===================================================================
diff -u -r1221 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 1221)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 1237)
@@ -91,8 +91,11 @@
             var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
             DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(null, output);
             SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+            // uplift = true
             Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+            // shoulder height = 1.995
             Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+            // dike length = 66.986
             Assert.AreEqual(66.986, redesignedSurfaceLine.GetDikeLength(), tolerance);
             
             // ShoulderWidth = X_Kruin binnenberm - X_Insteek binnenberm = 65.01 - 29.01 = 36.0
@@ -127,7 +130,6 @@
             // The upliftfactor in Dam 15.1.2.24738 is (incorrectly) not shown
             // expected value = 0.582
             Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
-
         }
 
     }
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml
===================================================================
diff -u
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml	(revision 0)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/TestFiles/PipingVoorbeeld1_SellmeijerVNKDesignInputFile.xml	(revision 1237)
@@ -0,0 +1,56 @@
+<?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="SellmeijerVnk" AnalysisType="AdaptGeometry" ProjectPath="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1" CalculationMap="PipingSellmeijerVNK.Calc" MaxCalculationCores="1">
+  <Locations>
+    <Location SurfaceLineName="Profiel 1" SegmentName="1" Name="Profiel 1" DikeEmbankmentMaterial="Ophoogmateriaal_dijk" XSoilGeometry2DOrigin="0" DikeTableHeight="0">
+      <AssesmentRegionalOptions DikeSoilType="0" BoezemLevelLbp="-987654321" BoezemLevelTp="-987654321" BoezemLevelHbp="-987654321" DetrimentFactor="0.95" DredgingDepth="0" RegionalBankProtectionBottomLevel="0" />
+      <DesignOptions RedesignDikeHeight="true" RedesignDikeShoulder="true" ShoulderEmbankmentMaterial="Ophoogmateriaal_berm" StabilityShoulderGrowSlope="0.33" StabilityShoulderGrowDeltaX="1" StabilitySlopeAdaptionDeltaX="1" SlopeAdaptionStartCotangent="3" SlopeAdaptionEndCotangent="6" SlopeAdaptionStepCotangent="0.5" UseNewDitchDefinition="false" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" />
+      <WaternetOptions PhreaticLineCreationMethod="ExpertKnowledgeRRD" PolderLevel="0" HeadPl2="0" HeadPl3="3.6" DampingFactorPL3="0" DampingFactorPL4="0" PenetrationLength="0" SlopeDampingFactor="0" Pl1BelowCrestRiverside="0.5" Pl1BelowCrestPolderside="1" Pl1BelowShoulderCrestPolderside="0" Pl1BelowToeDikePolderside="0" IntrusionVerticalWaterPressure="Standard" />
+      <DesignScenarios>
+        <DesignScenario Id="1" RiverLevel="3.8" RiverLevelLow="2.5" DikeTableHeight="4" PlLineOffsetBelowDikeTopAtRiver="0.5" PlLineOffsetBelowDikeTopAtPolder="1" PlLineOffsetBelowShoulderBaseInside="0" PlLineOffsetBelowDikeToeAtPolder="0" HeadPl3="3.6" HeadPl4="3.8" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" RequiredSafetyFactorStabilityInnerSlope="1.22" RequiredSafetyFactorStabilityOuterSlope="1.16" RequiredSafetyFactorPiping="1.01" />
+      </DesignScenarios>
+      <StabilityOptions MapForSoilgeometries2D="PipingVoorbeeld1.geometries2D.0\" SoilDatabaseName="D:\src\dam\DamClients\DamUI\trunk\data\DamEngineTestProjects\PipingVoorbeeld1\PipingSellmeijerVNK0.soilmaterials.mdb" ZoneType="1" ForbiddenZoneFactor="1" ZoneAreaRestSlopeCrestWidth="3" TrafficLoad="13.3" MinimumCircleDepth="1.5" />
+      <ModelFactors />
+    </Location>
+  </Locations>
+  <SurfaceLines>
+    <SurfaceLine Name="Profiel 1">
+      <Points>
+        <Point X="0" Z="1" PointType="1" />
+        <Point X="10" Z="1" PointType="5" />
+        <Point X="19" Z="4" PointType="8" />
+        <Point X="20.5" Z="4" PointType="10" />
+        <Point X="23" Z="4" PointType="11" />
+        <Point X="23" Z="4" PointType="12" />
+        <Point X="35" Z="0" PointType="15" />
+        <Point X="100" Z="0" PointType="25" />
+      </Points>
+    </SurfaceLine>
+  </SurfaceLines>
+  <Soils>
+    <Soil Name="Dijkmateriaal" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="Deklaag_klei" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.001" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="16" BelowPhreaticLevel="16" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="wl_zand1" BeddingAngle="37" DiameterD70="0.00020999999999999998" PermeabKx="0.0009" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="Ophoogmateriaal_dijk" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="17" BelowPhreaticLevel="17" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="0" />
+    <Soil Name="Ophoogmateriaal_berm" BeddingAngle="37" DiameterD70="0.00019999999999999998" PermeabKx="0.0004" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0.5" FrictionAngle="22" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand2" BeddingAngle="37" DiameterD70="0.000215" PermeabKx="0.0008" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand3" BeddingAngle="37" DiameterD70="0.00021999999999999998" PermeabKx="0.0007" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand4" BeddingAngle="37" DiameterD70="0.000225" PermeabKx="0.0006" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+    <Soil Name="wl_zand5" BeddingAngle="37" DiameterD70="0.00022999999999999998" PermeabKx="0.0005" WhitesConstant="0.25" DiameterD90="0.01" AbovePhreaticLevel="18" BelowPhreaticLevel="19" DryUnitWeight="0.01" ShearStrengthModel="CPhi" UseDefaultShearStrengthModel="false" Cohesion="0" FrictionAngle="32" SlopeRestProfile="0" DilatancyType="Phi" SoilType="4" />
+  </Soils>
+  <Segments>
+    <Segment Name="1">
+      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="0" FailureMechanismSystemType="0" Probability="1" />
+      <SoilGeometryProbability SoilProfileName="soilprofile_01" SoilProfileType="0" FailureMechanismSystemType="2" Probability="1" />
+    </Segment>
+  </Segments>
+  <SoilProfiles1D>
+    <SoilProfile1D Name="soilprofile_01" BottomLevel="-10">
+      <Layers1D>
+        <Layer1D Name="L0" SoilName="Dijkmateriaal" TopLevel="10" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L1" SoilName="Deklaag_klei" TopLevel="0" IsAquifer="false" WaterpressureInterpolationModel="0" />
+        <Layer1D Name="L2" SoilName="wl_zand1" TopLevel="-2" IsAquifer="true" WaterpressureInterpolationModel="0" />
+      </Layers1D>
+    </SoilProfile1D>
+  </SoilProfiles1D>
+  <StabilityParameters SearchMethod="0" GridDetermination="0" BishopTangentLinesDefinition="0" BishopTangentLinesDistance="0.25" BishopGridVerticalPointsCount="36" BishopGridVerticalPointsDistance="2" BishopGridHorizontalPointsCount="14" BishopGridHorizontalPointsDistance="2" UpliftVanGridLeftVerticalPointsCount="36" UpliftVanGridLeftVerticalPointsDistance="2" UpliftVanGridLeftHorizontalPointsCount="14" UpliftVanGridLeftHorizontalPointsDistance="2" UpliftVanGridRightVerticalPointsCount="3" UpliftVanGridRightVerticalPointsDistance="2" UpliftVanGridRightHorizontalPointsCount="6" UpliftVanGridRightHorizontalPointsDistance="2" UpliftVanTangentLinesDefinition="0" UpliftVanTangentLinesDistance="0.25" />
+</Input>
\ No newline at end of file