// 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 log4net; using Ringtoets.Common.Data.AssessmentSection; using Ringtoets.Common.Data.FailureMechanism; using Ringtoets.Common.Service; using Ringtoets.HeightStructures.Data; using Ringtoets.HeightStructures.Service.Properties; using Ringtoets.HydraRing.Calculation.Calculator; using Ringtoets.HydraRing.Calculation.Calculator.Factory; using Ringtoets.HydraRing.Calculation.Data; using Ringtoets.HydraRing.Calculation.Data.Input.Structures; using Ringtoets.HydraRing.Calculation.Parsers; using Ringtoets.HydraRing.IO; using RingtoetsCommonServiceResources = Ringtoets.Common.Service.Properties.Resources; using RingtoetsCommonDataResources = Ringtoets.Common.Data.Properties.Resources; namespace Ringtoets.HeightStructures.Service { /// /// Service that provides methods for performing Hydra-Ring calculations for height structures calculations. /// public class HeightStructuresCalculationService { private static readonly ILog log = LogManager.GetLogger(typeof(HeightStructuresCalculationService)); private IStructuresOvertoppingCalculator calculator; private bool canceled; /// /// Performs validation over the values on the given . Error and status information is logged during /// the execution of the operation. /// /// The for which to validate the values. /// The for which to validate the values. /// Truec> if has no validation errors; Falsec> otherwise. public bool Validate(HeightStructuresCalculation calculation, IAssessmentSection assessmentSection) { CalculationServiceHelper.LogValidationBeginTime(calculation.Name); var messages = ValidateInput(calculation.InputParameters, assessmentSection); CalculationServiceHelper.LogMessagesAsError(RingtoetsCommonServiceResources.Error_in_validation_0, messages); CalculationServiceHelper.LogValidationEndTime(calculation.Name); return !messages.Any(); } /// /// Cancels any currently running height structures calculation. /// public void Cancel() { if (calculator != null) { calculator.Cancel(); } canceled = true; } /// /// Performs a height 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 to create input with. /// The to create the input with for the calculation. /// The amount of contribution for this failure mechanism in the assessment section. /// The directory of the HLCD file that should be used for performing the calculation. internal void Calculate(HeightStructuresCalculation calculation, IAssessmentSection assessmentSection, FailureMechanismSection failureMechanismSection, GeneralHeightStructuresInput generalInput, double failureMechanismContribution, string hlcdDirectory) { var calculationName = calculation.Name; StructuresOvertoppingCalculationInput input = CreateInput(calculation, failureMechanismSection, generalInput); calculator = HydraRingCalculatorFactory.Instance.CreateStructuresOvertoppingCalculator(hlcdDirectory, assessmentSection.Id); CalculationServiceHelper.LogCalculationBeginTime(calculationName); try { calculator.Calculate(input); if (!canceled) { calculation.Output = ProbabilityAssessmentService.Calculate(assessmentSection.FailureMechanismContribution.Norm, failureMechanismContribution, generalInput.N, calculator.ExceedanceProbabilityBeta); } } catch (HydraRingFileParserException) { if (!canceled) { log.ErrorFormat(Resources.HeightStructuresCalculationService_Calculate_Error_in_height_structures_0_calculation, calculationName); throw; } } finally { log.InfoFormat(Resources.HeightStructuresCalculationService_Calculate_Calculation_report_Click_details_for_full_report, calculator.OutputFileContent); CalculationServiceHelper.LogCalculationEndTime(calculationName); } } private static StructuresOvertoppingCalculationInput CreateInput(HeightStructuresCalculation calculation, FailureMechanismSection failureMechanismSection, GeneralHeightStructuresInput generalInput) { return new StructuresOvertoppingCalculationInput( calculation.InputParameters.HydraulicBoundaryLocation.Id, new HydraRingSection(1, failureMechanismSection.GetSectionLength(), calculation.InputParameters.StructureNormalOrientation), ParseForeshore(calculation.InputParameters), ParseBreakWater(calculation.InputParameters), generalInput.GravitationalAcceleration, generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation, calculation.InputParameters.LevelCrestStructure.Mean, calculation.InputParameters.LevelCrestStructure.StandardDeviation, calculation.InputParameters.StructureNormalOrientation, calculation.InputParameters.ModelFactorSuperCriticalFlow.Mean, calculation.InputParameters.ModelFactorSuperCriticalFlow.StandardDeviation, 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.WidthFlowApertures.Mean, calculation.InputParameters.WidthFlowApertures.CoefficientOfVariation, calculation.InputParameters.DeviationWaveDirection, calculation.InputParameters.StormDuration.Mean, calculation.InputParameters.StormDuration.CoefficientOfVariation); } private static IEnumerable ParseForeshore(HeightStructuresInput input) { return input.UseForeshore ? input.ForeshoreGeometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)) : new HydraRingForelandPoint[0]; } private static HydraRingBreakWater ParseBreakWater(HeightStructuresInput input) { return input.UseBreakWater ? new HydraRingBreakWater((int) input.BreakWater.Type, input.BreakWater.Height) : null; } private static string[] ValidateInput(HeightStructuresInput inputParameters, IAssessmentSection assessmentSection) { var validationResult = new List(); var validationProblem = HydraulicDatabaseHelper.ValidatePathForCalculation(assessmentSection.HydraulicBoundaryDatabase.FilePath); if (!string.IsNullOrEmpty(validationProblem)) { validationResult.Add(validationProblem); return validationResult.ToArray(); } if (inputParameters.HydraulicBoundaryLocation == null) { validationResult.Add(RingtoetsCommonServiceResources.CalculationService_ValidateInput_No_hydraulic_boundary_location_selected); } if (inputParameters.Structure == null) { // TODO: put in resource validationResult.Add("Er is geen kunstwerk geselecteerd."); } else { validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.StormDuration, "stormduur")); if (IsInvalidNumber(inputParameters.DeviationWaveDirection)) { validationResult.Add(string.Format("De waarde voor '{0}' moet een geldig getal zijn.", "afwijking golfrichting")); } validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.ModelFactorSuperCriticalFlow, "modelfactor overloopdebiet volkomen overlaat")); if (IsInvalidNumber(inputParameters.StructureNormalOrientation)) { validationResult.Add(RingtoetsCommonDataResources.Orientation_Value_needs_to_be_between_0_and_360); } validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.FlowWidthAtBottomProtection, "stroomvoerende breedte bodembescherming")); validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.WidthFlowApertures, "breedte van doorstroomopening")); validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.StorageStructureArea, "kombergend oppervlak")); validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.AllowedLevelIncreaseStorage, "toegestane peilverhoging komberging")); validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.LevelCrestStructure, "kerende hoogte")); validationResult.AddRange(DistributionValidationService.ValidateDistribution(inputParameters.CriticalOvertoppingDischarge, "kritiek instromend debiet")); // Probability structure given erosion } return validationResult.ToArray(); } private static bool IsInvalidNumber(RoundedDouble value) { return double.IsNaN(value) || double.IsInfinity(value); } } }