Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/FillDamFromXmlInputTests.cs
===================================================================
diff -u -r1553 -r1554
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/FillDamFromXmlInputTests.cs	(.../FillDamFromXmlInputTests.cs)	(revision 1553)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/FillDamFromXmlInputTests.cs	(.../FillDamFromXmlInputTests.cs)	(revision 1554)
@@ -24,6 +24,7 @@
 using System.IO;
 using Deltares.DamEngine.Data.Design;
 using Deltares.DamEngine.Data.General;
+using Deltares.DamEngine.Data.General.TimeSeries;
 using Deltares.DamEngine.Data.Geometry;
 using Deltares.DamEngine.Data.Geotechnics;
 using Deltares.DamEngine.Io;
@@ -121,9 +122,106 @@
             FillSoilProfiles2D(dike);
             FillSegments(damProjectData);
             FillLocations(dike, damProjectData.Segments, damProjectData.ProjectPath);
+            FillInputTimeSeries(dike);
+            // FillOutputTimeSeries(dike);
             return damProjectData;
         }
 
+        private void FillOutputTimeSeries(Dike dike)
+        {
+            const int timeSeriesCount = 2;
+            const int timeEntriesCount = 3;
+            const string idPipingBligh = "PipingFactorBligh";
+            const string idStabilityInsideFactor = "StabilityInsideFactor";
+            dike.InputTimeSerieCollection = new TimeSerieCollection();
+            for (int i = 0; i < timeSeriesCount; i++)
+            {
+                string locationId = String.Format("location{0}", i);
+                var timeSerie = dike.InputTimeSerieCollection.AddNewSeries(locationId);
+                timeSerie.ParameterId = (i % 2 == 0) ? idPipingBligh : idStabilityInsideFactor;
+                timeSerie.ForecastDateTime = DateTime.Now;
+                timeSerie.Type = "instantaneous";
+                timeSerie.StartDateTime = new DateTime(2012, 12, 31);
+                timeSerie.EndDateTime = new DateTime(2012, 12, 31, 1, 0, 0);
+                timeSerie.MissVal = -9999.0;
+                timeSerie.LongName = timeSerie.LocationId + "long";
+                timeSerie.StationName = String.Format("station{0}", i);
+                timeSerie.Units = "m";
+                timeSerie.SourceOrganisation = String.Format("organisation{0}", i);
+                timeSerie.SourceSystem = String.Format("system{0}", i);
+                timeSerie.FileDescription = String.Format("filedescription{0}", i);
+                timeSerie.Region = String.Format("region{0}", i);
+                timeSerie.TimeStep.Multiplier = 3600;
+                timeSerie.TimeStep.Unit = TimeStepUnit.Second;
+                for (int j = 0; j < timeEntriesCount; j++)
+                {
+                    timeSerie.Entries.Add(new TimeSerieEntry
+                    {
+                        DateTime = new DateTime(2012, 12, 31, 1, j * 10, 0),
+                        Value = 1 + j * 0.1,
+                        Flag = 1,
+                        BasisFileName = String.Format("BasisFileName{0}", i)
+                    });
+                }
+            }
+        }
+
+        private void FillInputTimeSeries(Dike dike)
+        {
+            const int timeSeriesCount = 2;
+            const int timeEntriesCount = 3;
+            const string idWaterLevel = "WaterLevel";
+            const string idWaterPressure = "WaterPressure";
+            dike.InputTimeSerieCollection = new TimeSerieCollection();
+            for (int i = 0; i < timeSeriesCount; i++)
+            {
+                string locationId = String.Format("location{0}", i);
+                var timeSerie = dike.InputTimeSerieCollection.AddNewSeries(locationId);
+                timeSerie.ParameterId = (i % 2 == 0) ? idWaterLevel : idWaterPressure;
+                timeSerie.ForecastDateTime = DateTime.Now;
+                timeSerie.Type = "instantaneous";
+                timeSerie.StartDateTime = new DateTime(2012, 12, 31);
+                timeSerie.EndDateTime = new DateTime(2012, 12, 31, 1, 0, 0);
+                timeSerie.MissVal = -9999.0;
+                timeSerie.LongName = timeSerie.LocationId + "long";
+                timeSerie.StationName = String.Format("station{0}", i);
+                timeSerie.Units = "m";
+                timeSerie.SourceOrganisation = String.Format("organisation{0}", i);
+                timeSerie.SourceSystem = String.Format("system{0}", i);
+                timeSerie.FileDescription = String.Format("filedescription{0}", i);
+                timeSerie.Region = String.Format("region{0}", i);
+                if ((i % 2 == 0))
+                {
+                    timeSerie.TimeStep.Multiplier = 3600;
+                    timeSerie.TimeStep.Unit = TimeStepUnit.Second;
+                }
+                else
+                {
+                    timeSerie.TimeStep.Divider = 24;
+                    timeSerie.TimeStep.Unit = TimeStepUnit.Day;
+                }
+                for (int j = 0; j < timeEntriesCount; j++)
+                {
+                    Stochast stochastValue = new Stochast()
+                    {
+                        Mean = 1.0 * j,
+                        Distribution = j,
+                        StandardDeviation = 0.1 * j
+                    };
+                    timeSerie.Entries.Add(new TimeSerieEntry
+                    {
+
+                        DateTime = new DateTime(2012, 12, 31, 1, j * 10, 0),
+                        Value = j,
+                        Flag = 1,
+                        BasisFileName = String.Format("BasisFileName{0}", i),
+                        RelativeCalculationPathName = String.Format("RelativeCalculationPathName{0}", i),
+                        StochastValue = stochastValue
+                    });
+                }
+            }
+        }
+
         private void FillAquiferSoils(SoilList soilList)
         {
             for (int i = 0; i < soilList.Soils.Count; i++)
@@ -183,7 +281,7 @@
             dike.SoilList = new SoilList();
             for (int i = 0; i < soilCount; i++)
             {
-                Soil soil = new Soil() {Name = String.Format("Soil {0}", i)};
+                Soil soil = new Soil() { Name = String.Format("Soil {0}", i) };
                 //soil.SoilType = SoilType.Loam;
 
                 soil.AbovePhreaticLevel = 7 + 0.1 * i;
@@ -197,7 +295,7 @@
                 soil.Ocr = 14 + 0.1 * i;
                 soil.SlopeRestProfile = 15 + 0.1 * i;
                 soil.DilatancyType = DilatancyType.Zero;
-                
+
                 //soil.CuBottom = 11 + 0.1 * i;
                 //soil.CuTop = 12 + 0.1 * i;
                 //soil.PoP = 15 + 0.1 * i;
@@ -265,8 +363,8 @@
                 var location = new Data.General.Location();
                 location.Name = "Location " + (i + 1).ToString();
                 location.XSoilGeometry2DOrigin = 1.23;
-                location.ModelParametersForPlLines.PlLineCreationMethod = (PlLineCreationMethod) i;
-                location.IntrusionVerticalWaterPressure = (IntrusionVerticalWaterPressureType) i;
+                location.ModelParametersForPlLines.PlLineCreationMethod = (PlLineCreationMethod)i;
+                location.IntrusionVerticalWaterPressure = (IntrusionVerticalWaterPressureType)i;
                 location.PolderLevel = 1.0 * i + 0.11;
                 location.PolderLevelLow = 1.0 * i + 0.09;
                 location.ModelParametersForPlLines.DampingFactorPl4 = 1.0 * i + 0.12;
@@ -322,7 +420,7 @@
                 location.RedesignDikeHeight = false;
                 location.RedesignDikeShoulder = false;
                 location.ShoulderEmbankmentMaterial = "ShoulderMat" + (i + 1).ToString(); ;
-                location.StabilityShoulderGrowSlope = 10.0 * i  + 0.50;
+                location.StabilityShoulderGrowSlope = 10.0 * i + 0.50;
                 location.StabilityShoulderGrowDeltaX = 10.0 * i + 0.51;
                 location.StabilitySlopeAdaptionDeltaX = 10.0 * i + 0.52;
                 location.SlopeAdaptionStartCotangent = 10.0 * i + 0.53;
@@ -355,9 +453,9 @@
                     RequiredSafetyFactorPiping = 10.0 * i + 0.65,
                     RequiredSafetyFactorStabilityInnerSlope = 10.0 * i + 0.66,
                     RequiredSafetyFactorStabilityOuterSlope = 10.0 * i + 0.67,
-                    UpliftCriterionStability =  10.0 * i + 0.68,
+                    UpliftCriterionStability = 10.0 * i + 0.68,
                     UpliftCriterionPiping = 10.0 * i + 0.69
-                }; 
+                };
                 dike.Locations.Add(location);
             }
         }
@@ -452,7 +550,7 @@
                     {
                         Name = "Layer" + (j + 1).ToString(),
                         Soil = dike.SoilList.Soils[j]
-                        
+
                     };
                     if (j < 2)
                     {