// 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 Ringtoets.ClosingStructures.Data;
using Ringtoets.Common.Data.Structures;
using Ringtoets.Common.Service;
using Ringtoets.Common.Service.Structures;
using Ringtoets.HydraRing.Calculation.Data.Input.Structures;
namespace Ringtoets.ClosingStructures.Service
{
///
/// Service that provides methods for performing Hydra-ring calculations for closing structures.
///
public class ClosingStructuresCalculationService : StructuresCalculationServiceBase
{
///
/// Creates a new instance of .
///
public ClosingStructuresCalculationService() : base(new ClosingStructuresCalculationMessageProvider()) {}
protected override StructuresClosureCalculationInput CreateInput(ClosingStructuresInput structureInput,
GeneralClosingStructuresInput generalInput,
string hydraulicBoundaryDatabaseFilePath)
{
StructuresClosureCalculationInput input;
switch (structureInput.InflowModelType)
{
case ClosingStructureInflowModelType.VerticalWall:
input = CreateClosureVerticalWallCalculationInput(structureInput, generalInput);
break;
case ClosingStructureInflowModelType.LowSill:
input = CreateLowSillCalculationInput(structureInput, generalInput);
break;
case ClosingStructureInflowModelType.FloodedCulvert:
input = CreateFloodedCulvertCalculationInput(structureInput, generalInput);
break;
default:
throw new InvalidEnumArgumentException(nameof(structureInput),
(int) structureInput.InflowModelType,
typeof(ClosingStructureInflowModelType));
}
HydraRingSettingsDatabaseHelper.AssignSettingsFromDatabase(input, hydraulicBoundaryDatabaseFilePath);
return input;
}
private static StructuresClosureVerticalWallCalculationInput CreateClosureVerticalWallCalculationInput(
ClosingStructuresInput structureInput,
GeneralClosingStructuresInput generalInput)
{
return new StructuresClosureVerticalWallCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
generalInput.GravitationalAcceleration,
structureInput.FactorStormDurationOpenStructure,
structureInput.FailureProbabilityOpenStructure,
structureInput.FailureProbabilityReparation,
structureInput.IdenticalApertures,
structureInput.AllowedLevelIncreaseStorage.Mean, structureInput.AllowedLevelIncreaseStorage.StandardDeviation,
generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
structureInput.StorageStructureArea.Mean, structureInput.StorageStructureArea.CoefficientOfVariation,
generalInput.ModelFactorInflowVolume,
structureInput.FlowWidthAtBottomProtection.Mean, structureInput.FlowWidthAtBottomProtection.StandardDeviation,
structureInput.CriticalOvertoppingDischarge.Mean, structureInput.CriticalOvertoppingDischarge.CoefficientOfVariation,
structureInput.FailureProbabilityStructureWithErosion,
structureInput.StormDuration.Mean, structureInput.StormDuration.CoefficientOfVariation,
structureInput.ProbabilityOrFrequencyOpenStructureBeforeFlooding,
generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation,
structureInput.StructureNormalOrientation,
structureInput.ModelFactorSuperCriticalFlow.Mean, structureInput.ModelFactorSuperCriticalFlow.StandardDeviation,
structureInput.LevelCrestStructureNotClosing.Mean, structureInput.LevelCrestStructureNotClosing.StandardDeviation,
structureInput.WidthFlowApertures.Mean, structureInput.WidthFlowApertures.StandardDeviation,
structureInput.DeviationWaveDirection);
}
private static StructuresClosureLowSillCalculationInput CreateLowSillCalculationInput(
ClosingStructuresInput structureInput,
GeneralClosingStructuresInput generalInput)
{
return new StructuresClosureLowSillCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
generalInput.GravitationalAcceleration,
structureInput.FactorStormDurationOpenStructure,
structureInput.FailureProbabilityOpenStructure,
structureInput.FailureProbabilityReparation,
structureInput.IdenticalApertures,
structureInput.AllowedLevelIncreaseStorage.Mean, structureInput.AllowedLevelIncreaseStorage.StandardDeviation,
generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
structureInput.StorageStructureArea.Mean, structureInput.StorageStructureArea.CoefficientOfVariation,
generalInput.ModelFactorInflowVolume,
structureInput.FlowWidthAtBottomProtection.Mean, structureInput.FlowWidthAtBottomProtection.StandardDeviation,
structureInput.CriticalOvertoppingDischarge.Mean, structureInput.CriticalOvertoppingDischarge.CoefficientOfVariation,
structureInput.FailureProbabilityStructureWithErosion,
structureInput.StormDuration.Mean, structureInput.StormDuration.CoefficientOfVariation,
structureInput.ProbabilityOrFrequencyOpenStructureBeforeFlooding,
structureInput.ModelFactorSuperCriticalFlow.Mean, structureInput.ModelFactorSuperCriticalFlow.StandardDeviation,
generalInput.ModelFactorSubCriticalFlow.Mean, generalInput.ModelFactorSubCriticalFlow.CoefficientOfVariation,
structureInput.ThresholdHeightOpenWeir.Mean, structureInput.ThresholdHeightOpenWeir.StandardDeviation,
structureInput.InsideWaterLevel.Mean, structureInput.InsideWaterLevel.StandardDeviation,
structureInput.WidthFlowApertures.Mean, structureInput.WidthFlowApertures.StandardDeviation);
}
private static StructuresClosureFloodedCulvertCalculationInput CreateFloodedCulvertCalculationInput(
ClosingStructuresInput structureInput,
GeneralClosingStructuresInput generalInput)
{
return new StructuresClosureFloodedCulvertCalculationInput(
structureInput.HydraulicBoundaryLocation.Id,
structureInput.StructureNormalOrientation,
HydraRingInputParser.ParseForeshore(structureInput),
HydraRingInputParser.ParseBreakWater(structureInput),
generalInput.GravitationalAcceleration,
structureInput.FactorStormDurationOpenStructure,
structureInput.FailureProbabilityOpenStructure,
structureInput.FailureProbabilityReparation,
structureInput.IdenticalApertures,
structureInput.AllowedLevelIncreaseStorage.Mean, structureInput.AllowedLevelIncreaseStorage.StandardDeviation,
generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
structureInput.StorageStructureArea.Mean, structureInput.StorageStructureArea.CoefficientOfVariation,
generalInput.ModelFactorInflowVolume,
structureInput.FlowWidthAtBottomProtection.Mean, structureInput.FlowWidthAtBottomProtection.StandardDeviation,
structureInput.CriticalOvertoppingDischarge.Mean, structureInput.CriticalOvertoppingDischarge.CoefficientOfVariation,
structureInput.FailureProbabilityStructureWithErosion,
structureInput.StormDuration.Mean, structureInput.StormDuration.CoefficientOfVariation,
structureInput.ProbabilityOrFrequencyOpenStructureBeforeFlooding,
structureInput.DrainCoefficient.Mean, structureInput.DrainCoefficient.StandardDeviation,
structureInput.AreaFlowApertures.Mean, structureInput.AreaFlowApertures.StandardDeviation,
structureInput.InsideWaterLevel.Mean, structureInput.InsideWaterLevel.StandardDeviation);
}
}
}