using System.Collections.Generic; using System.Linq; using System.Xml.Linq; using Deltares.DamEngine.Calculators.KernelWrappers.DamMacroStability; using Deltares.DamEngine.Calculators.KernelWrappers.DamMacroStability.Assemblers; using Deltares.DamEngine.Data.Design; using Deltares.DamEngine.Data.General; using Deltares.DamEngine.Data.Geometry; using Deltares.DamEngine.Data.Geotechnics; using Deltares.DamEngine.Data.Standard.Logging; using NUnit.Framework; namespace Deltares.DamEngine.Calculators.Tests.KernelWrappers.DamMacroStability { [TestFixture] public class MStabXmlDocTests { [Test, Category("Work_In_Progress")] public void TestCreateMStabXmlDoc() { var soilGeometry2DName = "testgeom2D"; var riverLevel = 1.1; var mstabDesignEmbankment = new MStabDesignEmbankment(); var trafficLoad = 2.2; var requiredSafetyFactor = 1.2; List errorMessages; var stabilityProjectFilename = "testproject"; var soilDbName = "soilmaterials.mdb"; var scenario = new DesignScenario(); scenario.Location = new Location(); scenario.Location.SoildatabaseName = soilDbName; // ToDo zant_mxl I think a Location needs Segments for location.GetMostProbableProfile while creating Pl lines //#Bka : Esther. to get this working you must add a lot more data otherwise this test will never work scenario.Location.Segment = new Segment(); scenario.Location.Segment.SoilProfileProbabilities.Add(new SoilGeometryProbability()); //#Bka SoilprofProb should be filled! var soilProfile = CreatePipingSellmeijerProfileWithOneSandlayer(); var surfaceLine = CreateSurfaceLineTutorial1(); XDocument mstabXml = MStabXmlDoc.CreateMStabXmlDoc(stabilityProjectFilename, scenario, soilProfile, soilGeometry2DName, riverLevel, mstabDesignEmbankment, surfaceLine, trafficLoad, requiredSafetyFactor, out errorMessages); mstabXml.Save(stabilityProjectFilename + ".xml"); XElement inputElement = (from element in mstabXml.Root.Descendants() where element.Name.LocalName == DamMStabAssembler.XmlElementNameInput select element).Single(); XAttribute attribute = inputElement.Attribute(DamMStabAssembler.XmlAttributeMStabFileName); Assert.AreEqual(stabilityProjectFilename, attribute.Value); attribute = inputElement.Attribute(DamMStabAssembler.XmlAttributeSoilDBName); Assert.AreEqual(soilDbName, attribute.Value); XElement surfaceLineElement = (from element in inputElement.Descendants() where element.Name.LocalName == DamMStabAssembler.XmlElementSurfaceLine select element).Single(); Assert.AreEqual(10, surfaceLineElement.Elements().Count()); XElement charPoints = (from element in inputElement.Descendants() where element.Name.LocalName == DamMStabAssembler.XmlElementCharacteristicPoints select element).Single(); Assert.AreEqual(10, charPoints.Elements().Count()); } private static SoilProfile1D CreatePipingSellmeijerProfileWithOneSandlayer() { SoilProfile1D soilProfile1D = new SoilProfile1D(); SoilLayer1D soilLayer1D1 = new SoilLayer1D(); soilLayer1D1.Name = "L0"; soilLayer1D1.TopLevel = 10.0; soilLayer1D1.Soil = new Soil("Topmaterial", 1.0, 1.0); soilLayer1D1.Soil.PermeabKx = 0.0003; soilLayer1D1.Soil.DiameterD70 = 0.0003; soilLayer1D1.Soil.WhitesConstant = 0.5; soilLayer1D1.Soil.BeddingAngle = 57.0; soilLayer1D1.IsAquifer = false; soilProfile1D.Layers.Add(soilLayer1D1); SoilLayer1D soilLayer1D2 = new SoilLayer1D(); soilLayer1D2.Name = "L1"; soilLayer1D2.TopLevel = -2.0; soilLayer1D2.Soil = new Soil("Sand", 22.0, 20.0); soilLayer1D2.Soil.PermeabKx = 0.0001; soilLayer1D2.Soil.DiameterD70 = 0.0002; soilLayer1D2.Soil.WhitesConstant = 0.25; soilLayer1D2.Soil.BeddingAngle = 37.0; soilLayer1D2.IsAquifer = true; soilProfile1D.Layers.Add(soilLayer1D2); soilProfile1D.BottomLevel = -10.0; return soilProfile1D; } private static SurfaceLine2 CreateSurfaceLineTutorial1(bool includingTraffic = false) { SurfaceLine2 surfaceLine2 = new SurfaceLine2(); surfaceLine2.Name = "Tutorial1"; surfaceLine2.Geometry = new GeometryPointString(); surfaceLine2.CharacteristicPoints.GeometryMustContainPoint = true; SurfaceLine2 line = surfaceLine2; line.EnsurePointOfType(0.0, 0.0, CharacteristicPointType.SurfaceLevelOutside); line.EnsurePointOfType(10.0, 0.0, CharacteristicPointType.DikeToeAtRiver); line.EnsurePointOfType(34.5, 5.0, CharacteristicPointType.DikeTopAtRiver); if (includingTraffic) { line.EnsurePointOfType(35.0, 5.0, CharacteristicPointType.TrafficLoadOutside); line.EnsurePointOfType(38.5, 5.0, CharacteristicPointType.TrafficLoadInside); } line.EnsurePointOfType(40.5, 5.0, CharacteristicPointType.DikeTopAtPolder); line.EnsurePointOfType(50.5, 0.0, CharacteristicPointType.DikeToeAtPolder); line.EnsurePointOfType(58.5, 0.0, CharacteristicPointType.DitchDikeSide); line.EnsurePointOfType(59.5, -2.0, CharacteristicPointType.BottomDitchDikeSide); line.EnsurePointOfType(61.5, -2.0, CharacteristicPointType.BottomDitchPolderSide); line.EnsurePointOfType(61.5, 0.0, CharacteristicPointType.DitchPolderSide); line.EnsurePointOfType(75.0, 0.0, CharacteristicPointType.SurfaceLevelInside); line.Geometry.SyncCalcPoints(); return line; } } }