// Copyright (C) Stichting Deltares 2016. All rights reserved. // // This file is part of Ringtoets. // // Ringtoets is free software: you can redistribute it and/or modify // it under the terms of the GNU General Public License as published by // the Free Software Foundation, either version 3 of the License, or // (at your option) any later version. // // This program is distributed in the hope that it will be useful, // but WITHOUT ANY WARRANTY; without even the implied warranty of // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the // GNU General Public License for more details. // // You should have received a copy of the GNU General Public License // along with this program. If not, see . // // All names, logos, and references to "Deltares" are registered trademarks of // Stichting Deltares and remain full property of Stichting Deltares at all times. // All rights reserved. using System.Collections.Generic; using System.Linq; using Core.Common.Base.Data; using Core.Common.Base.Geometry; using Ringtoets.Common.Data.AssessmentSection; using Ringtoets.Common.Data.Calculation; using Ringtoets.Common.Data.FailureMechanism; using Ringtoets.HydraRing.Data; using Ringtoets.Integration.Data; using Ringtoets.Piping.Data; using Ringtoets.Piping.KernelWrapper.TestUtil; using Ringtoets.Piping.Primitives; namespace Application.Ringtoets.Storage.TestUtil { /// /// This class can be used to create instances which have their properties set and can be used in tests. /// public static class RingtoetsProjectHelper { /// /// Returns a new complete instance of . /// /// A new complete instance of . public static Project GetFullTestProject() { ReferenceLine referenceLine = GetReferenceLine(); Point2D[] referenceLineGeometryPoints = referenceLine.Points.ToArray(); var assessmentSection = new AssessmentSection(AssessmentSectionComposition.Dike) { Name = "assessmentSection", HydraulicBoundaryDatabase = GetHydraulicBoundaryDatabase(), ReferenceLine = referenceLine, PipingFailureMechanism = { StochasticSoilModels = { new StochasticSoilModel(-1, "modelName", "modelSegmentName") { Geometry = { referenceLineGeometryPoints[1], referenceLineGeometryPoints[2], referenceLineGeometryPoints[3] }, StochasticSoilProfiles = { new StochasticSoilProfile(0.2, SoilProfileType.SoilProfile1D, -1) { SoilProfile = new TestPipingSoilProfile() }, new StochasticSoilProfile(0.8, SoilProfileType.SoilProfile1D, -1) { SoilProfile = new TestPipingSoilProfile() } } } }, SurfaceLines = { GetSurfaceLine() }, CalculationsGroup = { Children = { new CalculationGroup { Name = "A" }, new CalculationGroup { Name = "B" } } } } }; var fullTestProject = new Project { Name = "tempProjectFile", Description = "description", Items = { assessmentSection } }; AddSections(assessmentSection.PipingFailureMechanism); AddSections(assessmentSection.GrassCoverErosionInwards); AddSections(assessmentSection.MacrostabilityInwards); AddSections(assessmentSection.MacrostabilityOutwards); AddSections(assessmentSection.Microstability); AddSections(assessmentSection.StabilityStoneCover); AddSections(assessmentSection.WaveImpactAsphaltCover); AddSections(assessmentSection.WaterPressureAsphaltCover); AddSections(assessmentSection.GrassCoverErosionOutwards); AddSections(assessmentSection.GrassCoverSlipOffOutwards); AddSections(assessmentSection.GrassCoverSlipOffInwards); AddSections(assessmentSection.HeightStructures); AddSections(assessmentSection.ClosingStructure); AddSections(assessmentSection.StrengthStabilityPointConstruction); AddSections(assessmentSection.StrengthStabilityLengthwiseConstruction); AddSections(assessmentSection.PipingStructure); AddSections(assessmentSection.DuneErosion); AddSections(assessmentSection.TechnicalInnovation); return fullTestProject; } private static void AddSections(IFailureMechanism failureMechanism) { failureMechanism.AddSection(new FailureMechanismSection("section 1", new[] { new Point2D(0, 2), new Point2D(2, 3) })); failureMechanism.AddSection(new FailureMechanismSection("section 2", new[] { new Point2D(2, 3), new Point2D(4, 5) })); failureMechanism.AddSection(new FailureMechanismSection("section 3", new[] { new Point2D(4, 5), new Point2D(2, 3) })); } private static RingtoetsPipingSurfaceLine GetSurfaceLine() { var surfaceLine = new RingtoetsPipingSurfaceLine { Name = "Surfaceline", ReferenceLineIntersectionWorldPoint = new Point2D(4.0, 6.0) }; var geometryPoints = new[] { new Point3D(6.0, 6.0, -2.3), new Point3D(5.8, 6.0, -2.3), // Dike toe at river new Point3D(5.6, 6.0, 3.4), new Point3D(4.2, 6.0, 3.5), new Point3D(4.0, 6.0, 0.5), // Dike toe at polder new Point3D(3.8, 6.0, 0.5), // Ditch dike side new Point3D(3.6, 6.0, 0.2), // Bottom ditch dike side new Point3D(3.4, 6.0, 0.25), // Bottom ditch polder side new Point3D(3.2, 6.0, 0.5), // Ditch polder side new Point3D(3.0, 6.0, 0.5), }; surfaceLine.SetGeometry(geometryPoints); surfaceLine.SetDikeToeAtRiverAt(geometryPoints[1]); surfaceLine.SetDikeToeAtPolderAt(geometryPoints[4]); surfaceLine.SetDitchDikeSideAt(geometryPoints[5]); surfaceLine.SetBottomDitchDikeSideAt(geometryPoints[6]); surfaceLine.SetBottomDitchPolderSideAt(geometryPoints[7]); surfaceLine.SetDitchPolderSideAt(geometryPoints[8]); return surfaceLine; } private static ReferenceLine GetReferenceLine() { IEnumerable points = new[] { new Point2D(2, 3), new Point2D(5, 4), new Point2D(5, 8), new Point2D(-3, 2) }; var referenceLine = new ReferenceLine(); referenceLine.SetGeometry(points); return referenceLine; } private static HydraulicBoundaryDatabase GetHydraulicBoundaryDatabase() { var hydraulicBoundaryDatabase = new HydraulicBoundaryDatabase { FilePath = "/temp/test", Version = "1.0" }; hydraulicBoundaryDatabase.Locations.Add(new HydraulicBoundaryLocation(13001, "test", 152.3, 2938.5) { DesignWaterLevel = 12.4 }); return hydraulicBoundaryDatabase; } } }