// Copyright (C) Stichting Deltares 2017. 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.ComponentModel; using System.Linq; using NUnit.Framework; using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators.Input; using Ringtoets.MacroStabilityInwards.Primitives; namespace Ringtoets.MacroStabilityInwards.CalculatedInput.TestUtil { /// /// Class for asserting calculator input. /// public static class CalculatorInputAssert { /// /// Asserts whether corresponds to . /// /// The original . /// The actual . /// Thrown when /// does not correspond to . public static void AssertSoilProfile(IMacroStabilityInwardsSoilProfileUnderSurfaceLine original, SoilProfile actual) { IMacroStabilityInwardsSoilLayer2D[] expectedLayers = original.Layers.ToArray(); SoilLayer[] actualLayers = actual.Layers.ToArray(); IMacroStabilityInwardsPreconsolidationStress[] expectedPreconsolidationStresses = original.PreconsolidationStresses.ToArray(); PreconsolidationStress[] actualPreconsolidationStresses = actual.PreconsolidationStresses.ToArray(); AssertLayers(expectedLayers, actualLayers); AssertPreconsolidationStresses(expectedPreconsolidationStresses, actualPreconsolidationStresses); } /// /// Asserts whether corresponds to . /// /// The original . /// The actual . /// Thrown when /// does not correspond to . public static void AssertDrainageConstruction(IMacroStabilityInwardsWaternetInput original, DrainageConstruction actual) { Assert.AreEqual(original.DrainageConstructionPresent, actual.IsPresent); Assert.AreEqual(original.XCoordinateDrainageConstruction, actual.XCoordinate); Assert.AreEqual(original.ZCoordinateDrainageConstruction, actual.ZCoordinate); } /// /// Asserts whether corresponds to . /// /// The original . /// The actual . /// Thrown when /// does not correspond to . public static void AssertPhreaticLineOffsets(IMacroStabilityInwardsLocationInput original, PhreaticLineOffsets actual) { Assert.AreEqual(original.UseDefaultOffsets, actual.UseDefaults); Assert.AreEqual(original.PhreaticLineOffsetBelowDikeTopAtRiver, actual.BelowDikeTopAtRiver); Assert.AreEqual(original.PhreaticLineOffsetBelowDikeTopAtPolder, actual.BelowDikeTopAtPolder); Assert.AreEqual(original.PhreaticLineOffsetBelowDikeToeAtPolder, actual.BelowDikeToeAtPolder); Assert.AreEqual(original.PhreaticLineOffsetBelowShoulderBaseInside, actual.BelowShoulderBaseInside); } /// /// Asserts whether corresponds to . /// /// The original array. /// The actual array. /// Thrown when /// does not correspond to . private static void AssertPreconsolidationStresses(IMacroStabilityInwardsPreconsolidationStress[] original, PreconsolidationStress[] actual) { Assert.AreEqual(original.Length, actual.Length); for (var i = 0; i < original.Length; i++) { Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPreconsolidationStress(original[i]).GetDesignValue(), actual[i].Stress); Assert.AreSame(original[i].Location, actual[i].Coordinate); } } /// /// Asserts whether corresponds to . /// /// The original array. /// The actual array. /// Thrown when /// does not correspond to . private static void AssertLayers(IMacroStabilityInwardsSoilLayer2D[] original, SoilLayer[] actual) { Assert.AreEqual(original.Length, actual.Length); for (var i = 0; i < original.Length; i++) { CollectionAssert.AreEqual(original[i].OuterRing.Points, actual[i].OuterRing); AssertLayers(original[i].NestedLayers.ToArray(), actual[i].NestedLayers.ToArray()); IMacroStabilityInwardsSoilLayerData expectedData = original[i].Data; Assert.AreEqual(expectedData.MaterialName, actual[i].MaterialName); Assert.AreEqual(expectedData.UsePop, actual[i].UsePop); Assert.AreEqual(expectedData.IsAquifer, actual[i].IsAquifer); Assert.AreEqual(DilatancyType.Zero, actual[i].DilatancyType); Assert.AreEqual(WaterPressureInterpolationModel.Automatic, actual[i].WaterPressureInterpolationModel); Assert.AreEqual(ConvertShearStrengthModel(expectedData.ShearStrengthModel), actual[i].ShearStrengthModel); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetAbovePhreaticLevel(expectedData).GetDesignValue(), actual[i].AbovePhreaticLevel); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetBelowPhreaticLevel(expectedData).GetDesignValue(), actual[i].BelowPhreaticLevel); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetCohesion(expectedData).GetDesignValue(), actual[i].Cohesion); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetFrictionAngle(expectedData).GetDesignValue(), actual[i].FrictionAngle); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetStrengthIncreaseExponent(expectedData).GetDesignValue(), actual[i].StrengthIncreaseExponent); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetShearStrengthRatio(expectedData).GetDesignValue(), actual[i].ShearStrengthRatio); Assert.AreEqual(MacroStabilityInwardsSemiProbabilisticDesignVariableFactory.GetPop(expectedData).GetDesignValue(), actual[i].Pop); } } /// /// Converts to a . /// /// The original shear strength model /// A converted shear strength model /// Thrown when /// is an invalid value. private static ShearStrengthModel ConvertShearStrengthModel(MacroStabilityInwardsShearStrengthModel shearStrengthModel) { switch (shearStrengthModel) { case MacroStabilityInwardsShearStrengthModel.SuCalculated: return ShearStrengthModel.SuCalculated; case MacroStabilityInwardsShearStrengthModel.CPhi: return ShearStrengthModel.CPhi; case MacroStabilityInwardsShearStrengthModel.CPhiOrSuCalculated: return ShearStrengthModel.CPhiOrSuCalculated; default: throw new InvalidEnumArgumentException(); } } } }