// 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 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)); Ring[] holes = new RingXmlSerializer().FromXml(entity.HolesXml); return new MacroStabilityInwardsSoilLayer2D(outerRing, holes) { Properties = { 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, AbovePhreaticLevelMean = entity.AbovePhreaticLevelMean.ToNullAsNaN(), AbovePhreaticLevelCoefficientOfVariation = entity.AbovePhreaticLevelCoefficientOfVariation.ToNullAsNaN(), AbovePhreaticLevelShift = entity.AbovePhreaticLevelShift.ToNullAsNaN(), BelowPhreaticLevelMean = entity.BelowPhreaticLevelMean.ToNullAsNaN(), BelowPhreaticLevelCoefficientOfVariation = entity.BelowPhreaticLevelCoefficientOfVariation.ToNullAsNaN(), BelowPhreaticLevelShift = entity.BelowPhreaticLevelShift.ToNullAsNaN(), CohesionMean = entity.CohesionMean.ToNullAsNaN(), CohesionCoefficientOfVariation = entity.CohesionCoefficientOfVariation.ToNullAsNaN(), FrictionAngleMean = entity.FrictionAngleMean.ToNullAsNaN(), FrictionAngleCoefficientOfVariation = entity.FrictionAngleCoefficientOfVariation.ToNullAsNaN(), ShearStrengthRatioMean = entity.ShearStrengthRatioMean.ToNullAsNaN(), ShearStrengthRatioCoefficientOfVariation = entity.ShearStrengthRatioCoefficientOfVariation.ToNullAsNaN(), StrengthIncreaseExponentMean = entity.StrengthIncreaseExponentMean.ToNullAsNaN(), StrengthIncreaseExponentCoefficientOfVariation = entity.StrengthIncreaseExponentCoefficientOfVariation.ToNullAsNaN(), PopMean = entity.PopMean.ToNullAsNaN(), PopCoefficientOfVariation = entity.PopCoefficientOfVariation.ToNullAsNaN() } }; } } }