// 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; using System.Collections.Generic; using System.Linq; using Core.Common.Base; using Core.Common.Base.Data; using Core.Common.Base.Geometry; using Core.Common.TestUtil; using NUnit.Framework; using Ringtoets.Common.Data.Calculation; using Ringtoets.Common.Data.DikeProfiles; using Ringtoets.Common.Data.Hydraulics; using Ringtoets.Common.Data.Probabilistics; using Ringtoets.Common.Data.TestUtil; namespace Ringtoets.GrassCoverErosionInwards.Data.Test { [TestFixture] public class GrassCoverErosionInwardsInputTest { [Test] public void Constructor_ExpectedValues() { // Setup var criticalFlowRate = new LogNormalDistribution(4) { Mean = (RoundedDouble) 0.004, StandardDeviation = (RoundedDouble) 0.0006 }; // Call var input = new GrassCoverErosionInwardsInput(); // Assert Assert.IsInstanceOf(input); Assert.IsInstanceOf(input); Assert.IsInstanceOf(input); Assert.IsInstanceOf(input); Assert.IsNull(input.DikeProfile); Assert.AreEqual(2, input.Orientation.NumberOfDecimalPlaces); Assert.IsNaN(input.Orientation); Assert.IsFalse(input.UseBreakWater); Assert.AreEqual(BreakWaterType.Dam, input.BreakWater.Type); Assert.AreEqual(new RoundedDouble(2), input.BreakWater.Height); Assert.IsFalse(input.UseForeshore); CollectionAssert.IsEmpty(input.ForeshoreGeometry); CollectionAssert.IsEmpty(input.DikeGeometry); Assert.AreEqual(2, input.DikeHeight.NumberOfDecimalPlaces); Assert.IsNaN(input.DikeHeight); Assert.IsNull(input.HydraulicBoundaryLocation); Assert.AreEqual(DikeHeightCalculationType.NoCalculation, input.DikeHeightCalculationType); Assert.AreEqual(OvertoppingRateCalculationType.NoCalculation, input.OvertoppingRateCalculationType); DistributionAssert.AreEqual(criticalFlowRate, input.CriticalFlowRate); } [Test] [Combinatorial] public void DikeProfile_SetNewValue_InputSyncedAccordingly( [Values(true, false)] bool withBreakWater, [Values(true, false)] bool withValidForeshore) { // Setup var input = new GrassCoverErosionInwardsInput(); BreakWaterType originalBreakWaterType = input.BreakWater.Type; RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; LogNormalDistribution originalCriticalFlowRate = input.CriticalFlowRate; HydraulicBoundaryLocation originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; var foreshoreGeometry = new List { new Point2D(2.2, 3.3) }; if (withValidForeshore) { foreshoreGeometry.Add(new Point2D(4.4, 5.5)); } BreakWater breakWater = null; if (withBreakWater) { const BreakWaterType nonDefaultBreakWaterType = BreakWaterType.Wall; const double nonDefaultBreakWaterHeight = 5.5; // Precondition Assert.AreNotEqual(nonDefaultBreakWaterType, input.BreakWater.Type); Assert.AreNotEqual(nonDefaultBreakWaterHeight, input.BreakWater.Height); breakWater = new BreakWater(nonDefaultBreakWaterType, nonDefaultBreakWaterHeight); } var dikeProfile = new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, foreshoreGeometry.ToArray(), breakWater, new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 }); // Call input.DikeProfile = dikeProfile; // Assert Assert.AreSame(dikeProfile, input.DikeProfile); Assert.AreEqual(dikeProfile.Orientation, input.Orientation); Assert.AreEqual(withBreakWater, input.UseBreakWater); Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Type : originalBreakWaterType, input.BreakWater.Type); Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Height : originalBreakWaterHeight, input.BreakWater.Height); Assert.AreEqual(withValidForeshore, input.UseForeshore); CollectionAssert.AreEqual(dikeProfile.ForeshoreGeometry, input.ForeshoreGeometry); CollectionAssert.AreEqual(dikeProfile.DikeGeometry, input.DikeGeometry); Assert.AreEqual(dikeProfile.DikeHeight, input.DikeHeight); Assert.AreEqual(originalHydraulicBoundaryLocation, input.HydraulicBoundaryLocation); Assert.AreEqual(originalCriticalFlowRate, input.CriticalFlowRate); } [Test] public void DikeProfile_SetNullValue_InputSyncedToDefaults() { // Setup var input = new GrassCoverErosionInwardsInput(); BreakWaterType originalBreakWaterType = input.BreakWater.Type; RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; LogNormalDistribution originalCriticalFlowRate = input.CriticalFlowRate; HydraulicBoundaryLocation originalHydraulicBoundaryLocation = input.HydraulicBoundaryLocation; var dikeProfile = new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(7.7, 8.8), 0.6) }, new[] { new Point2D(3.3, 4.4), new Point2D(5.5, 6.6) }, new BreakWater(BreakWaterType.Caisson, 2.2), new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 9.9 }); input.DikeProfile = dikeProfile; // Precondition Assert.AreSame(dikeProfile, input.DikeProfile); Assert.AreNotEqual(new RoundedDouble(0), input.Orientation); Assert.IsTrue(input.UseBreakWater); Assert.AreNotEqual(originalBreakWaterType, input.BreakWater.Type); Assert.AreNotEqual(originalBreakWaterHeight, input.BreakWater.Height); Assert.IsTrue(input.UseForeshore); CollectionAssert.IsNotEmpty(input.ForeshoreGeometry); CollectionAssert.IsNotEmpty(input.DikeGeometry); Assert.AreNotEqual(new RoundedDouble(0), input.DikeHeight); Assert.AreEqual(originalHydraulicBoundaryLocation, input.HydraulicBoundaryLocation); Assert.AreEqual(originalCriticalFlowRate, input.CriticalFlowRate); // Call input.DikeProfile = null; // Assert Assert.AreEqual(2, input.Orientation.NumberOfDecimalPlaces); Assert.IsNaN(input.Orientation); Assert.IsFalse(input.UseBreakWater); Assert.AreEqual(originalBreakWaterType, input.BreakWater.Type); Assert.AreEqual(originalBreakWaterHeight, input.BreakWater.Height); Assert.IsFalse(input.UseForeshore); CollectionAssert.IsEmpty(input.ForeshoreGeometry); CollectionAssert.IsEmpty(input.DikeGeometry); Assert.AreEqual(2, input.DikeHeight.NumberOfDecimalPlaces); Assert.IsNaN(input.DikeHeight); Assert.AreEqual(originalHydraulicBoundaryLocation, input.HydraulicBoundaryLocation); Assert.AreEqual(originalCriticalFlowRate, input.CriticalFlowRate); } [Test] [TestCase(360.004)] [TestCase(300)] [TestCase(0)] [TestCase(-0.004)] [TestCase(double.NaN)] public void Orientation_SetNewValue_ValueIsRounded(double validOrientation) { // Setup var input = new GrassCoverErosionInwardsInput(); int originalNumberOfDecimalPlaces = input.Orientation.NumberOfDecimalPlaces; // Call input.Orientation = new RoundedDouble(5, validOrientation); // Assert Assert.AreEqual(originalNumberOfDecimalPlaces, input.Orientation.NumberOfDecimalPlaces); Assert.AreEqual(validOrientation, input.Orientation.Value, input.Orientation.GetAccuracy()); } [Test] [SetCulture("nl-NL")] [TestCase(400)] [TestCase(360.05)] [TestCase(-0.005)] [TestCase(-23)] [TestCase(double.PositiveInfinity)] [TestCase(double.NegativeInfinity)] public void Orientation_SetInvalidValue_ThrowsArgumentOutOfRangeException(double invalidOrientation) { // Setup var input = new GrassCoverErosionInwardsInput(); // Call TestDelegate call = () => input.Orientation = (RoundedDouble) invalidOrientation; // Assert TestHelper.AssertThrowsArgumentExceptionAndTestMessage(call, "De waarde voor de oriëntatie moet in het bereik [0,00, 360,00] liggen."); } [Test] public void DikeHeight_SetNewValue_ValueIsRounded() { // Setup var input = new GrassCoverErosionInwardsInput(); int originalNumberOfDecimalPlaces = input.DikeHeight.NumberOfDecimalPlaces; // Call input.DikeHeight = new RoundedDouble(5, 1.23456); // Assert Assert.AreEqual(originalNumberOfDecimalPlaces, input.DikeHeight.NumberOfDecimalPlaces); Assert.AreEqual(1.23, input.DikeHeight.Value); } [Test] public void CriticalFlowRate_SetNewValue_GetNewValues() { // Setup var random = new Random(22); var input = new GrassCoverErosionInwardsInput(); var mean = (RoundedDouble) (0.01 + random.NextDouble()); var standardDeviation = (RoundedDouble) (0.01 + random.NextDouble()); var expectedDistribution = new LogNormalDistribution(4) { Mean = mean, StandardDeviation = standardDeviation }; var distributionToSet = new LogNormalDistribution(5) { Mean = mean, StandardDeviation = standardDeviation }; // Call input.CriticalFlowRate = distributionToSet; // Assert Assert.AreNotSame(distributionToSet, input.CriticalFlowRate); DistributionAssert.AreEqual(expectedDistribution, input.CriticalFlowRate); } [Test] [Combinatorial] public void SynchronizeDikeProfileParameters_InputAndDikeProfileOutOfSync_InputSyncedAccordingly( [Values(true, false)] bool withBreakWater, [Values(true, false)] bool withValidForeshore) { // Setup var input = new GrassCoverErosionInwardsInput(); BreakWaterType originalBreakWaterType = input.BreakWater.Type; RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; var foreshoreGeometry = new List { new Point2D(2.2, 3.3) }; if (withValidForeshore) { foreshoreGeometry.Add(new Point2D(4.4, 5.5)); } BreakWater breakWater = null; if (withBreakWater) { const BreakWaterType nonDefaultBreakWaterType = BreakWaterType.Wall; const double nonDefaultBreakWaterHeight = 5.5; // Precondition Assert.AreNotEqual(nonDefaultBreakWaterType, input.BreakWater.Type); Assert.AreNotEqual(nonDefaultBreakWaterHeight, input.BreakWater.Height); breakWater = new BreakWater(nonDefaultBreakWaterType, nonDefaultBreakWaterHeight); } var dikeProfile = new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, foreshoreGeometry.ToArray(), breakWater, new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 }); input.DikeProfile = dikeProfile; input.Orientation = (RoundedDouble) 50; input.UseBreakWater = true; input.UseForeshore = true; input.DikeHeight = (RoundedDouble) 4; // Call input.SynchronizeDikeProfileParameters(); // Assert Assert.AreSame(dikeProfile, input.DikeProfile); Assert.AreEqual(dikeProfile.Orientation, input.Orientation); Assert.AreEqual(withBreakWater, input.UseBreakWater); Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Type : originalBreakWaterType, input.BreakWater.Type); Assert.AreEqual(withBreakWater ? dikeProfile.BreakWater.Height : originalBreakWaterHeight, input.BreakWater.Height); Assert.AreEqual(withValidForeshore, input.UseForeshore); CollectionAssert.AreEqual(dikeProfile.ForeshoreGeometry, input.ForeshoreGeometry); CollectionAssert.AreEqual(dikeProfile.DikeGeometry, input.DikeGeometry); Assert.AreEqual(dikeProfile.DikeHeight, input.DikeHeight); } [Test] public void SynchronizeDikeProfileParameters_DikeProfileNull_InputSyncedToDefaults() { // Setup var input = new GrassCoverErosionInwardsInput(); BreakWaterType originalBreakWaterType = input.BreakWater.Type; RoundedDouble originalBreakWaterHeight = input.BreakWater.Height; input.Orientation = (RoundedDouble) 50; input.UseBreakWater = true; input.UseForeshore = true; input.DikeHeight = (RoundedDouble) 4; // Call input.SynchronizeDikeProfileParameters(); // Assert Assert.AreEqual(2, input.Orientation.NumberOfDecimalPlaces); Assert.IsNaN(input.Orientation); Assert.IsFalse(input.UseBreakWater); Assert.AreEqual(originalBreakWaterType, input.BreakWater.Type); Assert.AreEqual(originalBreakWaterHeight, input.BreakWater.Height); Assert.IsFalse(input.UseForeshore); CollectionAssert.IsEmpty(input.ForeshoreGeometry); CollectionAssert.IsEmpty(input.DikeGeometry); Assert.AreEqual(2, input.DikeHeight.NumberOfDecimalPlaces); Assert.IsNaN(input.DikeHeight); } [Test] public void DikeProfileParametersSynchronized_DikeProfileNull_ReturnFalse() { // Setup var input = new GrassCoverErosionInwardsInput(); // Call bool synchronized = input.DikeProfileParametersSynchronized; // Assert Assert.IsFalse(synchronized); } [Test] public void DikeProfileParametersSynchronized_InputParametersAndDikeProfileInSync_ReturnTrue() { // Setup var input = new GrassCoverErosionInwardsInput { DikeProfile = new TestDikeProfile(new[] { new Point2D(3.3, 4.4), new Point2D(5.5, 6.6) }) }; // Call bool synchronized = input.DikeProfileParametersSynchronized; // Assert Assert.IsTrue(synchronized); } [Test] [TestCaseSource(nameof(DifferentDikeProfileProperties))] public void DikeProfileParametersSynchronized_InputParametersAndDikeProfileNotInSync_ReturnFalse(DikeProfile newDikeProfile) { // Setup var breakWater = new BreakWater(BreakWaterType.Wall, 5.5); var dikeProfile = new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new[] { new Point2D(2.2, 3.3), new Point2D(4.4, 5.5) }, breakWater, new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 }); var input = new GrassCoverErosionInwardsInput { DikeProfile = dikeProfile }; if (newDikeProfile.BreakWater != null) { input.BreakWater.Type = newDikeProfile.BreakWater.Type; input.BreakWater.Height = newDikeProfile.BreakWater.Height; } input.DikeHeight = newDikeProfile.DikeHeight; input.Orientation = newDikeProfile.Orientation; input.UseForeshore = newDikeProfile.ForeshoreGeometry.Count() > 1; input.UseBreakWater = newDikeProfile.HasBreakWater; // Call input.SynchronizeDikeProfileParameters(); // Assert Assert.AreSame(dikeProfile, input.DikeProfile); Assert.AreEqual(dikeProfile.Orientation, input.Orientation); Assert.IsTrue(input.UseBreakWater); Assert.AreEqual(dikeProfile.BreakWater.Type, input.BreakWater.Type); Assert.AreEqual(dikeProfile.BreakWater.Height, input.BreakWater.Height); Assert.IsTrue(input.UseForeshore); CollectionAssert.AreEqual(dikeProfile.ForeshoreGeometry, input.ForeshoreGeometry); CollectionAssert.AreEqual(dikeProfile.DikeGeometry, input.DikeGeometry); Assert.AreEqual(dikeProfile.DikeHeight, input.DikeHeight); } private static IEnumerable DifferentDikeProfileProperties { get { yield return new TestCaseData( new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new[] { new Point2D(2.2, 3.3), new Point2D(4.4, 5.5) }, new BreakWater(BreakWaterType.Caisson, 5.5), new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 })) .SetName("DifferentBreakWaterType"); yield return new TestCaseData( new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new[] { new Point2D(2.2, 3.3), new Point2D(4.4, 5.5) }, new BreakWater(BreakWaterType.Wall, 4), new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 })) .SetName("DifferentBreakWaterHeight"); yield return new TestCaseData( new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new[] { new Point2D(2.2, 3.3), new Point2D(4.4, 5.5) }, new BreakWater(BreakWaterType.Wall, 5.5), new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 2 })) .SetName("DifferentDikeHeight"); yield return new TestCaseData( new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new Point2D[0], new BreakWater(BreakWaterType.Wall, 5.5), new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 })) .SetName("DifferentUseForeshore"); yield return new TestCaseData( new DikeProfile(new Point2D(0, 0), new[] { new RoughnessPoint(new Point2D(6.6, 7.7), 0.8) }, new Point2D[0], null, new DikeProfile.ConstructionProperties { Id = "id", Orientation = 1.1, DikeHeight = 4.4 })) .SetName("DifferentUseBreakWater"); } } } }