// 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.ComponentModel; using System.IO; using Core.Common.Base.IO; using log4net; using Ringtoets.ClosingStructures.Data; using Ringtoets.ClosingStructures.Service.Properties; using Ringtoets.Common.Data.AssessmentSection; using Ringtoets.Common.Data.Probability; using Ringtoets.Common.Data.Structures; using Ringtoets.Common.Service; using Ringtoets.Common.Service.Structures; using Ringtoets.HydraRing.Calculation.Calculator; using Ringtoets.HydraRing.Calculation.Calculator.Factory; using Ringtoets.HydraRing.Calculation.Data.Input.Structures; using Ringtoets.HydraRing.Calculation.Exceptions; namespace Ringtoets.ClosingStructures.Service { /// /// Service that provides methods for performing Hydra-ring calculations for closing structures. /// public class ClosingStructuresCalculationService : StructuresCalculationServiceBase { private static readonly ILog log = LogManager.GetLogger(typeof(ClosingStructuresCalculationService)); private IStructuresClosureCalculator calculator; private bool canceled; /// /// Performs a closing structures calculation based on the supplied and sets /// if the calculation was successful. Error and status information is /// logged during the execution of the operation. /// /// The that holds all the information required to perform the calculation. /// The that holds information about the norm used in the calculation. /// The that holds the information about the contribution /// and the general inputs used in the calculation. /// Thrown when or /// or is null. /// Thrown when the /// contains invalid characters. /// Thrown when: /// /// No settings database file could be found at the location of /// with the same name. /// Unable to open settings database file. /// Unable to read required data from database file. /// /// The path which points to the hydraulic boundary database file. /// Thrown when is an invalid /// . /// Thrown when an error occurs while performing the calculation. public void Calculate(StructuresCalculation calculation, IAssessmentSection assessmentSection, ClosingStructuresFailureMechanism failureMechanism, string hydraulicBoundaryDatabaseFilePath) { if (calculation == null) { throw new ArgumentNullException(nameof(calculation)); } if (assessmentSection == null) { throw new ArgumentNullException(nameof(assessmentSection)); } if (failureMechanism == null) { throw new ArgumentNullException(nameof(failureMechanism)); } string calculationName = calculation.Name; StructuresClosureCalculationInput input = CreateStructuresClosureCalculationInput(calculation, failureMechanism, hydraulicBoundaryDatabaseFilePath); string hlcdDirectory = Path.GetDirectoryName(hydraulicBoundaryDatabaseFilePath); calculator = HydraRingCalculatorFactory.Instance.CreateStructuresClosureCalculator(hlcdDirectory); CalculationServiceHelper.LogCalculationBegin(); var exceptionThrown = false; try { calculator.Calculate(input); if (!canceled && string.IsNullOrEmpty(calculator.LastErrorFileContent)) { ProbabilityAssessmentOutput probabilityAssessmentOutput = ProbabilityAssessmentService.Calculate(assessmentSection.FailureMechanismContribution.Norm, failureMechanism.Contribution, failureMechanism.GeneralInput.N, calculator.ExceedanceProbabilityBeta); calculation.Output = new StructuresOutput(probabilityAssessmentOutput); } } catch (HydraRingCalculationException) { if (!canceled) { string lastErrorFileContent = calculator.LastErrorFileContent; if (string.IsNullOrEmpty(lastErrorFileContent)) { log.ErrorFormat(Resources.ClosingStructuresCalculationService_Calculate_Error_in_ClosingStructuresCalculation_0_no_error_report, calculationName); } else { log.ErrorFormat(Resources.ClosingStructuresCalculationService_Calculate_Error_in_ClosingStructuresCalculation_0_click_details_for_last_error_report_1, calculationName, lastErrorFileContent); } exceptionThrown = true; throw; } } finally { string lastErrorFileContent = calculator.LastErrorFileContent; bool errorOccurred = CalculationServiceHelper.HasErrorOccurred(canceled, exceptionThrown, lastErrorFileContent); if (errorOccurred) { log.ErrorFormat(Resources.ClosingStructuresCalculationService_Calculate_Error_in_ClosingStructuresCalculation_0_click_details_for_last_error_report_1, calculationName, lastErrorFileContent); } log.InfoFormat(Resources.ClosingStructuresCalculationService_Calculate_Calculation_temporary_directory_can_be_found_on_location_0, calculator.OutputDirectory); CalculationServiceHelper.LogCalculationEnd(); if (errorOccurred) { throw new HydraRingCalculationException(lastErrorFileContent); } } } /// /// Cancels any ongoing structures closure calculation. /// public void Cancel() { calculator?.Cancel(); canceled = true; } /// /// Creates the input for the calculation. /// /// The to create /// the input for. /// The /// that holds the information about the contribution /// and the general inputs used in the calculation. /// The file path to the hydraulic /// boundary database. /// A . /// Thrown when /// is an invalid . /// Thrown when the /// contains invalid characters. /// Thrown when: /// /// No settings database file could be found at the location of /// with the same name. /// Unable to open settings database file. /// Unable to read required data from database file. /// /// private static StructuresClosureCalculationInput CreateStructuresClosureCalculationInput( StructuresCalculation calculation, ClosingStructuresFailureMechanism failureMechanism, string hydraulicBoundaryDatabaseFilePath) { StructuresClosureCalculationInput input; switch (calculation.InputParameters.InflowModelType) { case ClosingStructureInflowModelType.VerticalWall: input = CreateClosureVerticalWallCalculationInput(calculation, failureMechanism.GeneralInput); break; case ClosingStructureInflowModelType.LowSill: input = CreateLowSillCalculationInput(calculation, failureMechanism.GeneralInput); break; case ClosingStructureInflowModelType.FloodedCulvert: input = CreateFloodedCulvertCalculationInput(calculation, failureMechanism.GeneralInput); break; default: throw new InvalidEnumArgumentException("calculation", (int) calculation.InputParameters.InflowModelType, typeof(ClosingStructureInflowModelType)); } HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(input, hydraulicBoundaryDatabaseFilePath); return input; } private static StructuresClosureVerticalWallCalculationInput CreateClosureVerticalWallCalculationInput( StructuresCalculation calculation, GeneralClosingStructuresInput generalInput) { return new StructuresClosureVerticalWallCalculationInput( calculation.InputParameters.HydraulicBoundaryLocation.Id, calculation.InputParameters.StructureNormalOrientation, HydraRingInputParser.ParseForeshore(calculation.InputParameters), HydraRingInputParser.ParseBreakWater(calculation.InputParameters), generalInput.GravitationalAcceleration, calculation.InputParameters.FactorStormDurationOpenStructure, calculation.InputParameters.FailureProbabilityOpenStructure, calculation.InputParameters.FailureProbabilityReparation, calculation.InputParameters.IdenticalApertures, calculation.InputParameters.AllowedLevelIncreaseStorage.Mean, calculation.InputParameters.AllowedLevelIncreaseStorage.StandardDeviation, generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation, calculation.InputParameters.StorageStructureArea.Mean, calculation.InputParameters.StorageStructureArea.CoefficientOfVariation, generalInput.ModelFactorInflowVolume, calculation.InputParameters.FlowWidthAtBottomProtection.Mean, calculation.InputParameters.FlowWidthAtBottomProtection.StandardDeviation, calculation.InputParameters.CriticalOvertoppingDischarge.Mean, calculation.InputParameters.CriticalOvertoppingDischarge.CoefficientOfVariation, calculation.InputParameters.FailureProbabilityStructureWithErosion, calculation.InputParameters.StormDuration.Mean, calculation.InputParameters.StormDuration.CoefficientOfVariation, calculation.InputParameters.ProbabilityOrFrequencyOpenStructureBeforeFlooding, generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation, calculation.InputParameters.StructureNormalOrientation, calculation.InputParameters.ModelFactorSuperCriticalFlow.Mean, calculation.InputParameters.ModelFactorSuperCriticalFlow.StandardDeviation, calculation.InputParameters.LevelCrestStructureNotClosing.Mean, calculation.InputParameters.LevelCrestStructureNotClosing.StandardDeviation, calculation.InputParameters.WidthFlowApertures.Mean, calculation.InputParameters.WidthFlowApertures.StandardDeviation, calculation.InputParameters.DeviationWaveDirection); } private static StructuresClosureLowSillCalculationInput CreateLowSillCalculationInput( StructuresCalculation calculation, GeneralClosingStructuresInput generalInput) { return new StructuresClosureLowSillCalculationInput( calculation.InputParameters.HydraulicBoundaryLocation.Id, calculation.InputParameters.StructureNormalOrientation, HydraRingInputParser.ParseForeshore(calculation.InputParameters), HydraRingInputParser.ParseBreakWater(calculation.InputParameters), generalInput.GravitationalAcceleration, calculation.InputParameters.FactorStormDurationOpenStructure, calculation.InputParameters.FailureProbabilityOpenStructure, calculation.InputParameters.FailureProbabilityReparation, calculation.InputParameters.IdenticalApertures, calculation.InputParameters.AllowedLevelIncreaseStorage.Mean, calculation.InputParameters.AllowedLevelIncreaseStorage.StandardDeviation, generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation, calculation.InputParameters.StorageStructureArea.Mean, calculation.InputParameters.StorageStructureArea.CoefficientOfVariation, generalInput.ModelFactorInflowVolume, calculation.InputParameters.FlowWidthAtBottomProtection.Mean, calculation.InputParameters.FlowWidthAtBottomProtection.StandardDeviation, calculation.InputParameters.CriticalOvertoppingDischarge.Mean, calculation.InputParameters.CriticalOvertoppingDischarge.CoefficientOfVariation, calculation.InputParameters.FailureProbabilityStructureWithErosion, calculation.InputParameters.StormDuration.Mean, calculation.InputParameters.StormDuration.CoefficientOfVariation, calculation.InputParameters.ProbabilityOrFrequencyOpenStructureBeforeFlooding, calculation.InputParameters.ModelFactorSuperCriticalFlow.Mean, calculation.InputParameters.ModelFactorSuperCriticalFlow.StandardDeviation, generalInput.ModelFactorSubCriticalFlow.Mean, generalInput.ModelFactorSubCriticalFlow.CoefficientOfVariation, calculation.InputParameters.ThresholdHeightOpenWeir.Mean, calculation.InputParameters.ThresholdHeightOpenWeir.StandardDeviation, calculation.InputParameters.InsideWaterLevel.Mean, calculation.InputParameters.InsideWaterLevel.StandardDeviation, calculation.InputParameters.WidthFlowApertures.Mean, calculation.InputParameters.WidthFlowApertures.StandardDeviation); } private static StructuresClosureFloodedCulvertCalculationInput CreateFloodedCulvertCalculationInput( StructuresCalculation calculation, GeneralClosingStructuresInput generalInput) { return new StructuresClosureFloodedCulvertCalculationInput( calculation.InputParameters.HydraulicBoundaryLocation.Id, calculation.InputParameters.StructureNormalOrientation, HydraRingInputParser.ParseForeshore(calculation.InputParameters), HydraRingInputParser.ParseBreakWater(calculation.InputParameters), generalInput.GravitationalAcceleration, calculation.InputParameters.FactorStormDurationOpenStructure, calculation.InputParameters.FailureProbabilityOpenStructure, calculation.InputParameters.FailureProbabilityReparation, calculation.InputParameters.IdenticalApertures, calculation.InputParameters.AllowedLevelIncreaseStorage.Mean, calculation.InputParameters.AllowedLevelIncreaseStorage.StandardDeviation, generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation, calculation.InputParameters.StorageStructureArea.Mean, calculation.InputParameters.StorageStructureArea.CoefficientOfVariation, generalInput.ModelFactorInflowVolume, calculation.InputParameters.FlowWidthAtBottomProtection.Mean, calculation.InputParameters.FlowWidthAtBottomProtection.StandardDeviation, calculation.InputParameters.CriticalOvertoppingDischarge.Mean, calculation.InputParameters.CriticalOvertoppingDischarge.CoefficientOfVariation, calculation.InputParameters.FailureProbabilityStructureWithErosion, calculation.InputParameters.StormDuration.Mean, calculation.InputParameters.StormDuration.CoefficientOfVariation, calculation.InputParameters.ProbabilityOrFrequencyOpenStructureBeforeFlooding, calculation.InputParameters.DrainCoefficient.Mean, calculation.InputParameters.DrainCoefficient.StandardDeviation, calculation.InputParameters.AreaFlowApertures.Mean, calculation.InputParameters.AreaFlowApertures.StandardDeviation, calculation.InputParameters.InsideWaterLevel.Mean, calculation.InputParameters.InsideWaterLevel.StandardDeviation); } } }