// 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 Ringtoets.MacroStabilityInwards.CalculatedInput.Converters;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators.Input;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators.Waternet;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators.Waternet.Input;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Calculators.Waternet.Output;
using Ringtoets.MacroStabilityInwards.KernelWrapper.Kernels;
using Ringtoets.MacroStabilityInwards.Primitives;
namespace Ringtoets.MacroStabilityInwards.CalculatedInput
{
///
/// This class can be used to calculate Waternet for a macro stability inwards
/// calculation based on other input parameters.
///
public static class WaternetCalculationService
{
///
/// Calculated the Waternet with extreme circumstances based on the values
/// of the .
///
/// The input to get the values from.
/// A calculated ,
/// or null when the Waternet could be calculated.
/// Thrown when
/// is null.
public static MacroStabilityInwardsWaternet CalculateExtreme(IMacroStabilityInwardsWaternetInput input)
{
if (input == null)
{
throw new ArgumentNullException(nameof(input));
}
var calculatorInput = new WaternetCalculatorInput(new WaternetCalculatorInput.ConstructionProperties
{
WaternetCreationMode = WaternetCreationMode.CreateWaternet,
PlLineCreationMethod = PlLineCreationMethod.RingtoetsWti2017,
AssessmentLevel = input.AssessmentLevel,
LandwardDirection = LandwardDirection.PositiveX,
SurfaceLine = input.SurfaceLine,
SoilProfile = SoilProfileConverter.Convert(input.SoilProfileUnderSurfaceLine),
DrainageConstruction = DrainageConstructionConverter.Convert(input),
PhreaticLineOffsets = PhreaticLineOffsetsConverter.Convert(input.LocationInputExtreme),
DikeSoilScenario = input.DikeSoilScenario,
WaterLevelRiverAverage = input.WaterLevelRiverAverage,
WaterLevelPolder = input.LocationInputExtreme.WaterLevelPolder,
MinimumLevelPhreaticLineAtDikeTopRiver = input.MinimumLevelPhreaticLineAtDikeTopRiver,
MinimumLevelPhreaticLineAtDikeTopPolder = input.MinimumLevelPhreaticLineAtDikeTopPolder,
LeakageLengthOutwardsPhreaticLine3 = input.LeakageLengthOutwardsPhreaticLine3,
LeakageLengthInwardsPhreaticLine3 = input.LeakageLengthInwardsPhreaticLine3,
LeakageLengthOutwardsPhreaticLine4 = input.LeakageLengthOutwardsPhreaticLine4,
LeakageLengthInwardsPhreaticLine4 = input.LeakageLengthInwardsPhreaticLine4,
PiezometricHeadPhreaticLine2Outwards = input.PiezometricHeadPhreaticLine2Outwards,
PiezometricHeadPhreaticLine2Inwards = input.PiezometricHeadPhreaticLine2Inwards,
PenetrationLength = input.LocationInputExtreme.PenetrationLength,
AdjustPhreaticLine3And4ForUplift = input.AdjustPhreaticLine3And4ForUplift,
});
IWaternetCalculator calculator = MacroStabilityInwardsCalculatorFactory.Instance
.CreateWaternetExtremeCalculator(
calculatorInput,
MacroStabilityInwardsKernelWrapperFactory.Instance);
WaternetCalculatorResult result = calculator.Calculate();
return null;
}
}
}