// 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.Drawing;
using Application.Ringtoets.Storage.DbContext;
using Application.Ringtoets.Storage.Serializers;
using Core.Common.Base.Data;
using Ringtoets.MacroStabilityInwards.Data.SoilProfile;
using Ringtoets.MacroStabilityInwards.Primitives;
namespace Application.Ringtoets.Storage.Read.MacroStabilityInwards
{
///
/// This class defines extension methods for read operations for a
/// based on the .
///
internal static class MacroStabilityInwardsSoilLayerTwoDEntityReadExtensions
{
///
/// Reads the and use the information
/// to construct a .
///
/// The to create
/// for.
/// A new .
/// Thrown when is null.
public static MacroStabilityInwardsSoilLayer2D Read(this MacroStabilityInwardsSoilLayerTwoDEntity entity)
{
if (entity == null)
{
throw new ArgumentNullException(nameof(entity));
}
var outerRing = new Ring(new Point2DXmlSerializer().FromXml(entity.OuterRingXml));
return new MacroStabilityInwardsSoilLayer2D(outerRing, new Ring[0])
{
Data =
{
IsAquifer = Convert.ToBoolean(entity.IsAquifer),
MaterialName = entity.MaterialName ?? string.Empty,
Color = Color.FromArgb(Convert.ToInt32(entity.Color)),
UsePop = Convert.ToBoolean(entity.UsePop),
ShearStrengthModel = (MacroStabilityInwardsShearStrengthModel) entity.ShearStrengthModel,
AbovePhreaticLevel =
{
Mean = (RoundedDouble) entity.AbovePhreaticLevelMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.AbovePhreaticLevelCoefficientOfVariation.ToNullAsNaN(),
Shift = (RoundedDouble) entity.AbovePhreaticLevelShift.ToNullAsNaN()
},
BelowPhreaticLevel =
{
Mean = (RoundedDouble) entity.BelowPhreaticLevelMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.BelowPhreaticLevelCoefficientOfVariation.ToNullAsNaN(),
Shift = (RoundedDouble) entity.BelowPhreaticLevelShift.ToNullAsNaN()
},
Cohesion =
{
Mean = (RoundedDouble) entity.CohesionMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.CohesionCoefficientOfVariation.ToNullAsNaN()
},
FrictionAngle =
{
Mean = (RoundedDouble) entity.FrictionAngleMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.FrictionAngleCoefficientOfVariation.ToNullAsNaN()
},
ShearStrengthRatio =
{
Mean = (RoundedDouble) entity.ShearStrengthRatioMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.ShearStrengthRatioCoefficientOfVariation.ToNullAsNaN()
},
StrengthIncreaseExponent =
{
Mean = (RoundedDouble) entity.StrengthIncreaseExponentMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.StrengthIncreaseExponentCoefficientOfVariation.ToNullAsNaN()
},
Pop =
{
Mean = (RoundedDouble) entity.PopMean.ToNullAsNaN(),
CoefficientOfVariation = (RoundedDouble) entity.PopCoefficientOfVariation.ToNullAsNaN()
}
}
};
}
}
}