// Copyright (C) Stichting Deltares 2018. 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.IO; using System.Linq; using Core.Common.Base.Data; using Core.Common.TestUtil; using NUnit.Framework; using Rhino.Mocks; using Ringtoets.Common.Data.AssessmentSection; using Ringtoets.Common.Data.DikeProfiles; using Ringtoets.Common.Data.FailureMechanism; using Ringtoets.Common.Data.Hydraulics; using Ringtoets.Common.Data.TestUtil; using Ringtoets.Common.Service; using Ringtoets.Common.Service.TestUtil; using Ringtoets.GrassCoverErosionOutwards.Data; using Ringtoets.GrassCoverErosionOutwards.Data.TestUtil; using Ringtoets.HydraRing.Calculation.Calculator.Factory; using Ringtoets.HydraRing.Calculation.Data; using Ringtoets.HydraRing.Calculation.Data.Input; using Ringtoets.HydraRing.Calculation.Data.Input.WaveConditions; using Ringtoets.HydraRing.Calculation.Exceptions; using Ringtoets.HydraRing.Calculation.TestUtil; using Ringtoets.HydraRing.Calculation.TestUtil.Calculator; using Ringtoets.Revetment.Data; using Ringtoets.Revetment.Data.TestUtil; using Ringtoets.Revetment.Service; namespace Ringtoets.GrassCoverErosionOutwards.Service.Test { [TestFixture] public class GrassCoverErosionOutwardsWaveConditionsCalculationServiceTest { private static readonly string testDataPath = TestHelper.GetTestDataPath(TestDataPath.Ringtoets.Integration.Service, "HydraRingCalculation"); private static readonly string validFilePath = Path.Combine(testDataPath, "HRD dutch coast south.sqlite"); private static readonly string validPreprocessorDirectory = TestHelper.GetScratchPadPath(); [Test] public void Constructor_ReturnsNewInstance() { // Call var service = new GrassCoverErosionOutwardsWaveConditionsCalculationService(); // Assert Assert.IsInstanceOf(service); } [Test] public void Calculate_CalculationNull_ThrowArgumentNullException() { // Setup var mockRepository = new MockRepository(); var assessmentSection = mockRepository.Stub(); mockRepository.ReplayAll(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); // Call TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(null, failureMechanism, assessmentSection, validFilePath); // Assert var exception = Assert.Throws(test); Assert.AreEqual("calculation", exception.ParamName); mockRepository.VerifyAll(); } [Test] public void Calculate_FailureMechniamsNull_ThrowArgumentNullException() { // Setup var mockRepository = new MockRepository(); var assessmentSection = mockRepository.Stub(); mockRepository.ReplayAll(); var calculation = new GrassCoverErosionOutwardsWaveConditionsCalculation(); // Call TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, null, assessmentSection, validFilePath); // Assert var exception = Assert.Throws(test); Assert.AreEqual("failureMechanism", exception.ParamName); mockRepository.VerifyAll(); } [Test] public void Calculate_AssessmentSectionNull_ThrowArgumentNullException() { // Setup var calculation = new GrassCoverErosionOutwardsWaveConditionsCalculation(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); // Call TestDelegate test = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, null, validFilePath); // Assert var exception = Assert.Throws(test); Assert.AreEqual("assessmentSection", exception.ParamName); } [Test] [TestCase(double.NegativeInfinity, TestName = "Calculate_CalculationWithForeshoreNoBreakWaterAndInvalidBreakWaterHeight_PerformAndLog(negativeInfinity)")] [TestCase(double.PositiveInfinity, TestName = "Calculate_CalculationWithForeshoreNoBreakWaterAndInvalidBreakWaterHeight_PerformAndLog(positiveInfinity)")] [TestCase(double.NaN, TestName = "Calculate_CalculationWithForeshoreAndBreakWaterNoInvalidBreakWaterHeight_PerformAndLog(NaN)")] public void Calculate_CalculationWithForeshoreAndDoesNotUseBreakWaterAndHasInvalidBreakWaterHeight_PerformCalculationAndLogStartAndEnd(double breakWaterHeight) { // Setup var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Twice(); mockRepository.ReplayAll(); AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); calculation.InputParameters.ForeshoreProfile = new TestForeshoreProfile(new BreakWater(BreakWaterType.Dam, breakWaterHeight)); calculation.InputParameters.UseBreakWater = false; using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call Action call = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert TestHelper.AssertLogMessages(call, messages => { string[] msgs = messages.ToArray(); Assert.AreEqual(8, msgs.Length); CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]); var i = 0; foreach (RoundedDouble waterLevel in GetWaterLevels(calculation, failureMechanism, assessmentSection)) { Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is gestart.", msgs[i + 1]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[i + 2]); Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is beëindigd.", msgs[i + 3]); i = i + 3; } CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[7]); }); } mockRepository.VerifyAll(); } [Test] [TestCase(CalculationType.NoForeshore)] [TestCase(CalculationType.ForeshoreWithoutBreakWater)] [TestCase(CalculationType.ForeshoreWithValidBreakWater)] public void Run_CalculationWithValidInputAndValidForeshore_LogStartAndEnd(CalculationType calculationType) { // Setup var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Twice(); mockRepository.ReplayAll(); AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); switch (calculationType) { case CalculationType.NoForeshore: calculation.InputParameters.ForeshoreProfile = null; calculation.InputParameters.UseForeshore = false; calculation.InputParameters.UseBreakWater = false; break; case CalculationType.ForeshoreWithoutBreakWater: calculation.InputParameters.ForeshoreProfile = new TestForeshoreProfile(); calculation.InputParameters.UseBreakWater = false; break; case CalculationType.ForeshoreWithValidBreakWater: break; } using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call Action call = () => new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert TestHelper.AssertLogMessages(call, messages => { string[] msgs = messages.ToArray(); Assert.AreEqual(8, msgs.Length); CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]); var i = 0; foreach (RoundedDouble waterLevel in GetWaterLevels(calculation, failureMechanism, assessmentSection)) { Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is gestart.", msgs[i + 1]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[i + 2]); Assert.AreEqual($"Berekening voor waterstand '{waterLevel}' is beëindigd.", msgs[i + 3]); i = i + 3; } CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[7]); }); } mockRepository.VerifyAll(); } [Test] [TestCase(BreakWaterType.Caisson)] [TestCase(BreakWaterType.Wall)] [TestCase(BreakWaterType.Dam)] public void Calculate_Always_InputPropertiesCorrectlySendToCalculator(BreakWaterType breakWaterType) { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); calculation.InputParameters.BreakWater.Type = breakWaterType; var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator(); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(waveConditionsCosineCalculator) .Repeat .Times(3); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert WaveConditionsCosineCalculationInput[] testWaveConditionsInputs = waveConditionsCosineCalculator.ReceivedInputs.ToArray(); Assert.AreEqual(3, testWaveConditionsInputs.Length); var waterLevelIndex = 0; foreach (WaveConditionsCosineCalculationInput actualInput in testWaveConditionsInputs) { GeneralGrassCoverErosionOutwardsInput generalInput = failureMechanism.GeneralInput; double expectedNorm = RingtoetsCommonDataCalculationService.ProfileSpecificRequiredProbability( assessmentSection.FailureMechanismContribution.SignalingNorm / 30, failureMechanism.Contribution, failureMechanism.GeneralInput.N); WaveConditionsInput input = calculation.InputParameters; var expectedInput = new WaveConditionsCosineCalculationInput(1, input.Orientation, input.HydraulicBoundaryLocation.Id, expectedNorm, input.ForeshoreProfile.Geometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)), new HydraRingBreakWater(BreakWaterTypeHelper.GetHydraRingBreakWaterType(breakWaterType), input.BreakWater.Height), GetWaterLevels(calculation, failureMechanism, assessmentSection).ElementAt(waterLevelIndex++), generalInput.GeneralWaveConditionsInput.A, generalInput.GeneralWaveConditionsInput.B, generalInput.GeneralWaveConditionsInput.C); HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput); } } mockRepository.VerifyAll(); } [Test] public void Calculate_Canceled_HasNoOutput() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { var grassCoverErosionOutwardsWaveConditionsCalculationService = new GrassCoverErosionOutwardsWaveConditionsCalculationService(); grassCoverErosionOutwardsWaveConditionsCalculationService.Cancel(); // Call grassCoverErosionOutwardsWaveConditionsCalculationService.Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert Assert.IsFalse(calculation.HasOutput); } mockRepository.VerifyAll(); } [Test] public void Calculate_CancelCalculationWithValidInput_CancelsCalculatorAndHasNullOutput() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetDefaultCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var waveConditionsCosineCalculator = new TestWaveConditionsCosineCalculator(); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(waveConditionsCosineCalculator); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { var grassCoverErosionOutwardsWaveConditionsCalculationService = new GrassCoverErosionOutwardsWaveConditionsCalculationService(); waveConditionsCosineCalculator.CalculationFinishedHandler += (s, e) => grassCoverErosionOutwardsWaveConditionsCalculationService.Cancel(); // Call grassCoverErosionOutwardsWaveConditionsCalculationService.Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert Assert.IsNull(calculation.Output); Assert.IsTrue(waveConditionsCosineCalculator.IsCanceled); } mockRepository.VerifyAll(); } [Test] public void Calculate_WithValidInput_SetsOutput() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Times(3); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); // Assert Assert.IsNotNull(calculation.Output); Assert.AreEqual(3, calculation.Output.Items.Count()); } mockRepository.VerifyAll(); } [Test] [TestCaseSource(typeof(HydraRingCalculatorTestCaseProvider), nameof(HydraRingCalculatorTestCaseProvider.GetCalculatorFailingConditionsWithReportDetails), new object[] { nameof(Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError) })] public void Calculate_ThreeCalculationsFail_ThrowsHydraRingCalculationExceptionAndLogError(bool endInFailure, string lastErrorFileContent, string detailedReport) { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var calculatorThatFails = new TestWaveConditionsCosineCalculator { EndInFailure = endInFailure, LastErrorFileContent = lastErrorFileContent }; var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(calculatorThatFails) .Repeat .Times(3); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { HydraRingCalculationException exception = null; // Call Action call = () => { try { new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); } catch (HydraRingCalculationException e) { exception = e; } }; // Assert TestHelper.AssertLogMessages(call, messages => { string[] msgs = messages.ToArray(); Assert.AreEqual(15, msgs.Length); CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]); RoundedDouble[] waterLevels = GetWaterLevels(calculation, failureMechanism, assessmentSection).ToArray(); RoundedDouble waterLevelUpperBoundaryRevetment = waterLevels[0]; RoundedDouble waterLevelMiddleRevetment = waterLevels[1]; RoundedDouble waterLevelLowerBoundaryRevetment = waterLevels[2]; Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is gestart.", msgs[1]); Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundaryRevetment}'. {detailedReport}", msgs[2]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[3]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is beëindigd.", msgs[4]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is gestart.", msgs[5]); Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelMiddleRevetment}'. {detailedReport}", msgs[6]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[7]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is beëindigd.", msgs[8]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is gestart.", msgs[9]); Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelLowerBoundaryRevetment}'. {detailedReport}", msgs[10]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[11]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is beëindigd.", msgs[12]); Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", msgs[13]); CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[14]); }); Assert.IsInstanceOf(exception); Assert.AreEqual("Berekening is mislukt voor alle waterstanden.", exception.Message); Assert.IsNull(calculation.Output); } mockRepository.VerifyAll(); } [Test] [TestCaseSource(typeof(HydraRingCalculatorTestCaseProvider), nameof(HydraRingCalculatorTestCaseProvider.GetCalculatorFailingConditionsWithReportDetails), new object[] { nameof(Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError) })] public void Calculate_OneOutOfThreeCalculationsFails_ReturnsOutputsAndLogError(bool endInFailure, string lastErrorFileContent, string detailedReport) { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var calculatorThatFails = new TestWaveConditionsCosineCalculator { EndInFailure = endInFailure, LastErrorFileContent = lastErrorFileContent }; var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(calculatorThatFails); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Twice(); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call Action call = () => { new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); }; // Assert RoundedDouble[] waterLevels = GetWaterLevels(calculation, failureMechanism, assessmentSection).ToArray(); RoundedDouble waterLevelUpperBoundaryRevetment = waterLevels[0]; RoundedDouble waterLevelMiddleRevetment = waterLevels[1]; RoundedDouble waterLevelLowerBoundaryRevetment = waterLevels[2]; TestHelper.AssertLogMessages(call, messages => { string[] msgs = messages.ToArray(); Assert.AreEqual(12, msgs.Length); CalculationServiceTestHelper.AssertCalculationStartMessage(msgs[0]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is gestart.", msgs[1]); Assert.AreEqual($"Berekening is mislukt voor waterstand '{waterLevelUpperBoundaryRevetment}'. {detailedReport}", msgs[2]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[3]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelUpperBoundaryRevetment}' is beëindigd.", msgs[4]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is gestart.", msgs[5]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[6]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelMiddleRevetment}' is beëindigd.", msgs[7]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is gestart.", msgs[8]); StringAssert.StartsWith("Golfcondities berekening is uitgevoerd op de tijdelijke locatie", msgs[9]); Assert.AreEqual($"Berekening voor waterstand '{waterLevelLowerBoundaryRevetment}' is beëindigd.", msgs[10]); CalculationServiceTestHelper.AssertCalculationEndMessage(msgs[11]); }); WaveConditionsOutput[] waveConditionsOutputs = calculation.Output.Items.ToArray(); Assert.AreEqual(3, waveConditionsOutputs.Length); double targetNorm = CalculateTargetNorm(assessmentSection.FailureMechanismContribution.SignalingNorm / 30, failureMechanism.Contribution, failureMechanism.GeneralInput.N); WaveConditionsOutputTestHelper.AssertFailedOutput(waterLevelUpperBoundaryRevetment, targetNorm, waveConditionsOutputs[0]); } mockRepository.VerifyAll(); } [Test] public void Calculate_HydraulicBoundaryDatabaseWithCanUsePreprocessorFalse_ExpectedPreprocessorDirectorySetToCalculator() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Times(3); mockRepository.ReplayAll(); using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); } // Assert mockRepository.VerifyAll(); } [Test] public void Calculate_HydraulicBoundaryDatabaseWithUsePreprocessorTrue_ExpectedPreprocessorDirectorySetToCalculator() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.AreEqual(validPreprocessorDirectory, settings.PreprocessorDirectory); }).Return(new TestWaveConditionsCosineCalculator()) .Repeat .Times(3); mockRepository.ReplayAll(); assessmentSection.HydraulicBoundaryDatabase.CanUsePreprocessor = true; assessmentSection.HydraulicBoundaryDatabase.UsePreprocessor = true; assessmentSection.HydraulicBoundaryDatabase.PreprocessorDirectory = validPreprocessorDirectory; using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); } // Assert mockRepository.VerifyAll(); } [Test] public void Calculate_HydraulicBoundaryDatabaseWithUsePreprocessorFalse_ExpectedPreprocessorDirectorySetToCalculator() { // Setup AssessmentSectionStub assessmentSection = CreateAssessmentSection(); var failureMechanism = new GrassCoverErosionOutwardsFailureMechanism(); GrassCoverErosionOutwardsHydraulicBoundaryLocationsTestHelper.SetHydraulicBoundaryLocations( failureMechanism, assessmentSection, new[] { new TestHydraulicBoundaryLocation() }); ConfigureFailureMechanismWithHydraulicBoundaryOutput(failureMechanism); GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(assessmentSection.HydraulicBoundaryDatabase.Locations.First()); var mockRepository = new MockRepository(); var calculatorFactory = mockRepository.StrictMock(); calculatorFactory.Expect(cf => cf.CreateWaveConditionsCosineCalculator(Arg.Is.NotNull)) .WhenCalled(invocation => { var settings = (HydraRingCalculationSettings) invocation.Arguments[0]; Assert.AreEqual(validFilePath, settings.HlcdFilePath); Assert.IsEmpty(settings.PreprocessorDirectory); }) .Return(new TestWaveConditionsCosineCalculator()) .Repeat .Times(3); mockRepository.ReplayAll(); assessmentSection.HydraulicBoundaryDatabase.CanUsePreprocessor = true; assessmentSection.HydraulicBoundaryDatabase.UsePreprocessor = false; assessmentSection.HydraulicBoundaryDatabase.PreprocessorDirectory = "InvalidPreprocessorDirectory"; using (new HydraRingCalculatorFactoryConfig(calculatorFactory)) { // Call new GrassCoverErosionOutwardsWaveConditionsCalculationService().Calculate(calculation, failureMechanism, assessmentSection, validFilePath); } // Assert mockRepository.VerifyAll(); } private static AssessmentSectionStub CreateAssessmentSection() { return new AssessmentSectionStub { HydraulicBoundaryDatabase = { FilePath = validFilePath } }; } private static void ConfigureFailureMechanismWithHydraulicBoundaryOutput(GrassCoverErosionOutwardsFailureMechanism failureMechanism) { failureMechanism.Contribution = 20; failureMechanism.WaterLevelCalculationsForMechanismSpecificFactorizedSignalingNorm.First().Output = new TestHydraulicBoundaryLocationCalculationOutput(9.3); } private static double CalculateTargetNorm(double norm, double contribution, RoundedDouble N) { return norm * (contribution / 100) / N; } private static GrassCoverErosionOutwardsWaveConditionsCalculation GetValidCalculation(HydraulicBoundaryLocation location) { return new GrassCoverErosionOutwardsWaveConditionsCalculation { InputParameters = { HydraulicBoundaryLocation = location, CategoryType = FailureMechanismCategoryType.MechanismSpecificFactorizedSignalingNorm, ForeshoreProfile = new TestForeshoreProfile(true), UseForeshore = true, UseBreakWater = true, StepSize = WaveConditionsInputStepSize.Half, LowerBoundaryRevetment = (RoundedDouble) 4, UpperBoundaryRevetment = (RoundedDouble) 10, UpperBoundaryWaterLevels = (RoundedDouble) 8, LowerBoundaryWaterLevels = (RoundedDouble) 7.1 } }; } private static GrassCoverErosionOutwardsWaveConditionsCalculation GetDefaultCalculation(HydraulicBoundaryLocation location) { GrassCoverErosionOutwardsWaveConditionsCalculation calculation = GetValidCalculation(location); calculation.InputParameters.LowerBoundaryWaterLevels = (RoundedDouble) 5; calculation.InputParameters.UpperBoundaryWaterLevels = (RoundedDouble) 5.4; return calculation; } private static IEnumerable GetWaterLevels(GrassCoverErosionOutwardsWaveConditionsCalculation calculation, GrassCoverErosionOutwardsFailureMechanism failureMechanism, IAssessmentSection assessmentSection) { return calculation.InputParameters.GetWaterLevels(failureMechanism.GetAssessmentLevel( assessmentSection, calculation.InputParameters.HydraulicBoundaryLocation, calculation.InputParameters.CategoryType)); } } }