// 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.Xml; using Ringtoets.Common.Data.Probabilistics; using Ringtoets.Common.IO.Schema; using Ringtoets.Common.IO.Writers; using Ringtoets.GrassCoverErosionInwards.Data; namespace Ringtoets.GrassCoverErosionInwards.IO.Writers { /// /// Writer for writing a grass cover erosion inwards calculation configuration to XML. /// public class GrassCoverErosionInwardsCalculationConfigurationWriter : CalculationConfigurationWriter { protected override void WriteCalculation(GrassCoverErosionInwardsCalculation calculation, XmlWriter writer) { writer.WriteStartElement(ConfigurationSchemaIdentifiers.CalculationElement); writer.WriteAttributeString(ConfigurationSchemaIdentifiers.NameAttribute, calculation.Name); GrassCoverErosionInwardsInput input = calculation.InputParameters; WriteHydraulicBoundaryLocation(input, writer); WriteDikeProfileName(input, writer); WriteOrientation(input, writer); WriteDikeHeight(input, writer); writer.WriteElementString( GrassCoverErosionInwardsCalculationConfigurationSchemaIdentifiers.DikeHeightCalculationTypeElement, DikeHeightCalculationTypeAsXmlString((ReadSubCalculationType) input.DikeHeightCalculationType)); WriteWaveReduction(input, writer); WriteDistributions(CreateInputDistributions(input), writer); writer.WriteEndElement(); } private static void WriteHydraulicBoundaryLocation(GrassCoverErosionInwardsInput input, XmlWriter writer) { if (input.HydraulicBoundaryLocation == null) { return; } writer.WriteElementString( ConfigurationSchemaIdentifiers.HydraulicBoundaryLocationElement, input.HydraulicBoundaryLocation.Name); } private static void WriteDikeProfileName(GrassCoverErosionInwardsInput input, XmlWriter writer) { if (input.DikeProfile == null) { return; } writer.WriteElementString( GrassCoverErosionInwardsCalculationConfigurationSchemaIdentifiers.DikeProfileElement, input.DikeProfile.Name); } private static void WriteOrientation(GrassCoverErosionInwardsInput input, XmlWriter writer) { if (input.DikeProfile == null) { return; } writer.WriteElementString( ConfigurationSchemaIdentifiers.Orientation, XmlConvert.ToString(input.Orientation)); } private static void WriteDikeHeight(GrassCoverErosionInwardsInput input, XmlWriter writer) { if (input.DikeProfile == null) { return; } writer.WriteElementString( GrassCoverErosionInwardsCalculationConfigurationSchemaIdentifiers.DikeHeightElement, XmlConvert.ToString(input.DikeHeight)); } private static string DikeHeightCalculationTypeAsXmlString(ReadSubCalculationType type) { return new ReadDikeHeightCalculationTypeConverter().ConvertToInvariantString(type); } private static void WriteWaveReduction(GrassCoverErosionInwardsInput input, XmlWriter writer) { if (input.DikeProfile == null) { return; } writer.WriteStartElement(ConfigurationSchemaIdentifiers.WaveReduction); writer.WriteElementString( ConfigurationSchemaIdentifiers.UseBreakWater, XmlConvert.ToString(input.UseBreakWater)); WriteBreakWaterProperties(input.BreakWater, writer); writer.WriteElementString( ConfigurationSchemaIdentifiers.UseForeshore, XmlConvert.ToString(input.UseForeshore)); writer.WriteEndElement(); } private static IDictionary CreateInputDistributions(GrassCoverErosionInwardsInput calculationInputParameters) { return new Dictionary { { GrassCoverErosionInwardsCalculationConfigurationSchemaIdentifiers.CriticalFlowRateStochastName, calculationInputParameters.CriticalFlowRate } }; } } }