Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalGrebbedijkTests.cs =================================================================== diff -u -r4481 -r4498 --- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalGrebbedijkTests.cs (.../OperationalGrebbedijkTests.cs) (revision 4481) +++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalGrebbedijkTests.cs (.../OperationalGrebbedijkTests.cs) (revision 4498) @@ -73,21 +73,7 @@ inputString = XmlAdapter.ChangeValueInXml(inputString, "CalculationMap", calcDir); // Current directory will be used inputString = XmlAdapter.ChangeValueInXml(inputString, "MapForSoilgeometries2D", baseTestDirectory + @"Operational\Grebbedijk\input.Geometries\"); inputString = XmlAdapter.ChangeValueInXml(inputString, "SoilDatabaseName", baseTestDirectory + @"Operational\Grebbedijk\input0.soilmaterials.mdb"); - var engineInterface = new EngineInterface(inputString); - Assert.IsNotNull(engineInterface.DamProjectData); - foreach (Location dikeLocation in engineInterface.DamProjectData.Dike.Locations) - { - var scenario = new DesignScenario(); - scenario.RiverLevel = dikeLocation.SurfaceLine.CharacteristicPoints - .GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).Z + 1.5; - scenario.PolderLevel = dikeLocation.SurfaceLine.CharacteristicPoints - .GetGeometryPoint(CharacteristicPointType.DikeToeAtPolder).Z - 0.6; - scenario.HeadPl3 = 1; - scenario.HeadPl4 = scenario.PolderLevel; - scenario.RequiredSafetyFactorStabilityInnerSlope = 1.2; - dikeLocation.Scenarios.Add(scenario); - } - + Output output = GeneralHelper.RunAfterInputValidation(inputString, true, outputFileName); Assert.AreEqual(2.321, output.Results.OperationalOutputTimeSeries[0].Entries.TimeSerieEntry[0].Value, tolerance);