// Copyright (C) Stichting Deltares 2018. All rights reserved.
//
// This file is part of the application DAM - Clients Library.
//
// DAM - UI 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.Collections.Generic;
using System.Linq;
using Deltares.Dam.Data.Sensors;
using Deltares.DamEngine.Io.XmlInput;
using Deltares.Geotechnics.SurfaceLines;
using Soil = Deltares.Geotechnics.Soils.Soil;
using SurfaceLine = Deltares.DamEngine.Io.XmlInput.SurfaceLine;
namespace Deltares.Dam.Data.DamEngineIo
{
///
/// Create XML Input object from DAM UI project
///
public class FillXmlInputFromDamUi
{
///
/// Creates the input.
///
/// The dam project data.
/// The project map.
///
public static Input CreateInput(DamProjectData damProjectData)
{
ValidateDamProjectData(damProjectData);
Input input = new Input();
Dike dike = damProjectData.WaterBoard.Dikes[0];
input.ProjectPath = damProjectData.ProjectPath;
input.CalculationMap = damProjectData.CalculationMap;
input.MaxCalculationCoresSpecified = true;
input.MaxCalculationCores = damProjectData.MaxCalculationCores;
TransferAnalysisSpecification(damProjectData, input);
TransferStabilityParameters(damProjectData, input);
// Process locations
List localLocations = new List();
foreach (LocationJob locationJob in damProjectData.SelectedLocationJobs)
{
localLocations.Add(locationJob.Location);
}
input.Locations = new DamEngine.Io.XmlInput.Location[localLocations.Count];
TransferLocations(localLocations, input.Locations);
// Process surfacelines
List localSurfaceLines = new List();
for (int i = 0; i < localLocations.Count; i++)
{
var crtSurfaceLine = localLocations[i].LocalXZSurfaceLine2;
if (!localSurfaceLines.Any(sl => sl.Name.Equals(crtSurfaceLine.Name)))
{
localSurfaceLines.Add(crtSurfaceLine);
}
}
input.SurfaceLines = new SurfaceLine[localSurfaceLines.Count];
TransferSurfaceLines(localSurfaceLines, input.SurfaceLines);
// Process soils
input.Soils = new DamEngine.Io.XmlInput.Soil[dike.SoilList.Soils.Count];
TransferSoils(dike.SoilList.Soils, input.Soils);
TransferAquiferSoils(dike.SoilList.AquiferDictionary, input);
// Process soilprofiles
if (dike.SoilProfiles != null)
{
var profilesCount = dike.SoilProfiles.Count;
input.SoilProfiles1D = new DamEngine.Io.XmlInput.SoilProfile1D[profilesCount];
TransferSoilProfiles1D(dike.SoilProfiles, input.SoilProfiles1D);
}
var localSegments = EnsureInputLocationsSegmentsAreInSegments(damProjectData.WaterBoard.Segments, localLocations);
// Process segments
if (localSegments != null)
{
input.Segments = new DamEngine.Io.XmlInput.Segment[localSegments.Count];
TransferSegments(localSegments, input.Segments);
}
if (damProjectData.InputTimeSerieCollection != null)
{
input.OperationalInputTimeSeries = new DamEngine.Io.XmlInput.TimeSerie[damProjectData.InputTimeSerieCollection.Series.Count];
TransferInputTimeSeries(damProjectData.InputTimeSerieCollection, input.OperationalInputTimeSeries);
}
if (damProjectData.SensorData != null)
{
input.SensorData = new InputSensorData();
TransferSensorData(damProjectData.SensorData, input.SensorData);
}
return input;
}
private static void TransferSensorData(SensorData sensorData, InputSensorData inputSensorData)
{
// Transfer sensorgroups
int sensorGroupIndex = 0;
inputSensorData.SensorGroups = new DamEngine.Io.XmlInput.SensorGroup[sensorData.SensorGroups.Count];
foreach (var sensorGroup in sensorData.SensorGroups)
{
var inputSensorGroup = new DamEngine.Io.XmlInput.SensorGroup();
inputSensorGroup.SensorIds = new SensorGroupSensorIds[sensorGroup.SensorCount];
inputSensorGroup.Id = sensorGroup.ID;
int sensorIdIndex = 0;
foreach (var sensor in sensorGroup.SensorArray)
{
inputSensorGroup.SensorIds[sensorIdIndex] = new SensorGroupSensorIds() { SensorId = sensor.ID };
sensorIdIndex++;
}
inputSensorData.SensorGroups[sensorGroupIndex] = inputSensorGroup;
sensorGroupIndex++;
}
// Transfer sensorlocations
int senserLocationIndex = 0;
inputSensorData.SensorLocations = new DamEngine.Io.XmlInput.SensorLocation[sensorData.SensorLocations.Count];
foreach (var sensorLocation in sensorData.SensorLocations)
{
var inputSensorLocation = new DamEngine.Io.XmlInput.SensorLocation();
inputSensorLocation.GroupId = sensorLocation.GroupID;
inputSensorLocation.LocationId = sensorLocation.LocationName;
inputSensorLocation.SourceTypePl1PlLineOffsetBelowDikeToeAtPolder = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1PlLineOffsetBelowDikeToeAtPolder);
inputSensorLocation.SourceTypePl1PlLineOffsetBelowDikeTopAtPolder = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1PlLineOffsetBelowDikeTopAtPolder);
inputSensorLocation.SourceTypePl1PlLineOffsetBelowDikeTopAtRiver = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1PlLineOffsetBelowDikeTopAtRiver);
inputSensorLocation.SourceTypePl1PlLineOffsetBelowShoulderBaseInside = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1PlLineOffsetBelowShoulderBaseInside);
inputSensorLocation.SourceTypePl1WaterLevelAtRiver = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1WaterLevelAtRiver);
inputSensorLocation.SourceTypePl1WaterLevelAtPolder = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl1WaterLevelAtPolder);
inputSensorLocation.SourceTypePl3 = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl3);
inputSensorLocation.SourceTypePl4 = ConversionHelper.ConvertToInputDataSourceTypeSensors(sensorLocation.SourceTypePl4);
inputSensorData.SensorLocations[senserLocationIndex] = inputSensorLocation;
senserLocationIndex++;
}
// Transfer sensors
inputSensorData.Sensors = new DamEngine.Io.XmlInput.Sensor[sensorData.Sensors.Count];
int sensorIndex = 0;
foreach (var sensor in sensorData.Sensors)
{
var inputSensor = new DamEngine.Io.XmlInput.Sensor();
inputSensor.Id = sensor.ID;
inputSensor.RelativeLocation = sensor.RelativeLocation;
inputSensor.SensorType = ConversionHelper.ConvertToInputSensorType(sensor.Type);
inputSensor.PlLineMapping = new SensorPlLineMapping[sensor.PLLineMappings.Length];
int mappingIndex = 0;
foreach (var plLineMapping in sensor.PLLineMappings)
{
inputSensor.PlLineMapping[mappingIndex] = new SensorPlLineMapping() { PLineType = ConversionHelper.ConvertToInputPlLineType(plLineMapping) };
mappingIndex++;
}
inputSensorData.Sensors[sensorIndex] = inputSensor;
sensorIndex++;
}
}
private static void TransferInputTimeSeries(TimeSerieCollection inputTimeSerieCollection, DamEngine.Io.XmlInput.TimeSerie[] operationalInputTimeSeries)
{
int timeSerieIndex = 0;
foreach (var timeSerie in inputTimeSerieCollection.Series)
{
var inputTimeSerie = new DamEngine.Io.XmlInput.TimeSerie();
inputTimeSerie.Entries = new TimeSerieEntries();
inputTimeSerie.Entries.TimeSerieEntry = new TimeSerieEntriesTimeSerieEntry[timeSerie.Entries.Count];
inputTimeSerie.TimeStep = new TimeSerieTimeStep();
inputTimeSerie.LocationId = timeSerie.LocationId;
inputTimeSerie.ParameterId = timeSerie.ParameterId;
inputTimeSerie.ForecastDateTime = timeSerie.ForecastDateTime;
inputTimeSerie.Type = timeSerie.Type;
inputTimeSerie.StartDateTime = timeSerie.StartDateTime;
inputTimeSerie.EndDateTime = timeSerie.EndDateTime;
inputTimeSerie.MissVal = timeSerie.MissVal;
inputTimeSerie.LongName = timeSerie.LongName;
inputTimeSerie.StationName = timeSerie.StationName;
inputTimeSerie.Units = timeSerie.Units;
inputTimeSerie.SourceOrganisation = timeSerie.SourceOrganisation;
inputTimeSerie.SourceSystem = timeSerie.SourceSystem;
inputTimeSerie.FileDescription = timeSerie.FileDescription;
inputTimeSerie.Region = timeSerie.Region;
inputTimeSerie.TimeStep.Multiplier = timeSerie.TimeStep.Multiplier;
inputTimeSerie.TimeStep.Divider = timeSerie.TimeStep.Divider;
inputTimeSerie.TimeStep.MultiplierSpecified1 = timeSerie.TimeStep.MultiplierSpecified;
inputTimeSerie.TimeStep.DividerSpecified1 = timeSerie.TimeStep.DividerSpecified;
inputTimeSerie.TimeStep.TimeStepUnit = ConversionHelper.ConvertToInputTimeStepUnit(timeSerie.TimeStep.Unit);
int timeSerieEntryIndex = 0;
foreach (var timestepEntry in timeSerie.Entries)
{
TimeSerieEntriesTimeSerieEntryStochastValue stochastValue = null;
if (timestepEntry.StochastValue != null)
{
stochastValue = new TimeSerieEntriesTimeSerieEntryStochastValue()
{
Distribution = timestepEntry.StochastValue.Distribution,
Mean = timestepEntry.StochastValue.Mean,
StandardDeviation = timestepEntry.StochastValue.StandardDeviation
};
TimeSerieEntriesTimeSerieEntry timeStep = new TimeSerieEntriesTimeSerieEntry()
{
DateTime = timestepEntry.DateTime,
Value = timestepEntry.Value,
BasisFileNameWMF = timestepEntry.BasisFileName,
Flagnietechtgebruikt = timestepEntry.Flag,
RelativeCalculationPathName = timestepEntry.RelativeCalculationPathName,
StochastValue = stochastValue
};
inputTimeSerie.Entries.TimeSerieEntry[timeSerieEntryIndex] = timeStep;
timeSerieEntryIndex++;
}
}
operationalInputTimeSeries[timeSerieIndex] = inputTimeSerie;
timeSerieIndex++;
}
}
private static void TransferAquiferSoils(Dictionary aquiferDictionary, Input input)
{
InputAquiferSoil[] aquiferSoils;
if (aquiferDictionary != null && aquiferDictionary.Count > 0)
{
aquiferSoils = new InputAquiferSoil[aquiferDictionary.Count];
int soilIndex = 0;
foreach (KeyValuePair keyValuePair in aquiferDictionary)
{
aquiferSoils[soilIndex] = new InputAquiferSoil() { Soilname = keyValuePair.Key.Name, IsAquifer = keyValuePair.Value };
soilIndex++;
}
}
else
{
aquiferSoils = null;
}
input.AquiferSoils = aquiferSoils;
}
private static IList EnsureInputLocationsSegmentsAreInSegments(IList segments, List localLocations)
{
var localSegments = new List();
localSegments.AddRange(segments);
foreach (var localLocation in localLocations)
{
var seg = localSegments.FirstOrDefault(x => x.Name == localLocation.Segment.Name);
if (seg == null)
{
localSegments.Add(localLocation.Segment);
}
}
return localSegments;
}
private static void TransferAnalysisSpecification(DamProjectData damProjectData, Input input)
{
input.DamProjectType = ConversionHelper.ConvertToInputDamProjectType(damProjectData.DamProjectType);
if (damProjectData.DamProjectCalculationSpecification.CurrentSpecification != null)
{
input.FailureMechanismSystemType = ConversionHelper.ConvertToInputFailureMechanismSystemType(damProjectData.DamProjectCalculationSpecification.CurrentSpecification.FailureMechanismSystemType);
input.AnalysisTypeSpecified = (input.DamProjectType == InputDamProjectType.Design);
if (input.AnalysisTypeSpecified)
{
input.AnalysisType = ConversionHelper.ConvertToInputAnalysisType(DamProjectCalculationSpecification.SelectedAnalysisType);
}
input.PipingModelTypeSpecified = (input.FailureMechanismSystemType == ConversionHelper.InputFailureMechanismPiping) || (input.DamProjectType == InputDamProjectType.AssessmentRegional);
if (input.PipingModelTypeSpecified)
{
input.PipingModelType = ConversionHelper.ConvertToInputPipingModelType(damProjectData.DamProjectCalculationSpecification.CurrentSpecification.PipingModelType);
}
input.StabilityModelTypeSpecified = (input.FailureMechanismSystemType == ConversionHelper.InputFailureMechanismStabilityInside) || (input.FailureMechanismSystemType == ConversionHelper.InputFailureMechanismStabilityOutside) || (input.DamProjectType == InputDamProjectType.AssessmentRegional);
if (input.StabilityModelTypeSpecified)
{
input.StabilityModelType = ConversionHelper.ConvertToInputStabilityModelType(damProjectData.DamProjectCalculationSpecification.CurrentSpecification.StabilityModelType);
}
}
}
private static void TransferStabilityParameters(DamProjectData damProjectData, Input input)
{
if (damProjectData.DamProjectCalculationSpecification != null && damProjectData.DamProjectCalculationSpecification.CurrentSpecification != null)
{
var curSpec = damProjectData.DamProjectCalculationSpecification.CurrentSpecification;
if (curSpec.FailureMechanismeParamatersMStab != null && curSpec.FailureMechanismeParamatersMStab.MStabParameters != null)
{
input.StabilityParameters = new StabilityParameters();
input.StabilityParameters.SearchMethod = ConversionHelper.ConvertToInputSearchMethod(curSpec.FailureMechanismeParamatersMStab.MStabParameters.SearchMethod);
var slipCircleDefinition = curSpec.FailureMechanismeParamatersMStab.MStabParameters.SlipCircleDefinition;
if (slipCircleDefinition != null)
{
input.StabilityParameters.GridDetermination = ConversionHelper.ConvertToInputGridDetermination(slipCircleDefinition.GridSizeDetermination);
input.StabilityParameters.BishopTangentLinesDefinitionSpecified = true;
input.StabilityParameters.BishopTangentLinesDefinition = ConversionHelper.ConvertToInputTangentLinesDefinition(slipCircleDefinition.BishopTangentLinesDefinition);
input.StabilityParameters.BishopTangentLinesDistanceSpecified = true;
input.StabilityParameters.BishopTangentLinesDistance = slipCircleDefinition.BishopTangentLinesDistance;
input.StabilityParameters.BishopGridVerticalPointsCountSpecified = true;
input.StabilityParameters.BishopGridVerticalPointsCount = slipCircleDefinition.BishopGridVerticalPointCount;
input.StabilityParameters.BishopGridVerticalPointsDistanceSpecified = true;
input.StabilityParameters.BishopGridVerticalPointsDistance = slipCircleDefinition.BishopGridVerticalPointDistance;
input.StabilityParameters.BishopGridHorizontalPointsCountSpecified = true;
input.StabilityParameters.BishopGridHorizontalPointsCount = slipCircleDefinition.BishopGridHorizontalPointCount;
input.StabilityParameters.BishopGridHorizontalPointsDistanceSpecified = true;
input.StabilityParameters.BishopGridHorizontalPointsDistance = slipCircleDefinition.BishopGridHorizontalPointDistance;
input.StabilityParameters.UpliftVanTangentLinesDefinitionSpecified = true;
input.StabilityParameters.UpliftVanTangentLinesDefinition = ConversionHelper.ConvertToInputTangentLinesDefinition(slipCircleDefinition.UpliftVanTangentLinesDefinition);
input.StabilityParameters.UpliftVanTangentLinesDistanceSpecified = true;
input.StabilityParameters.UpliftVanTangentLinesDistance = slipCircleDefinition.UpliftVanTangentLinesDistance;
input.StabilityParameters.UpliftVanGridLeftVerticalPointsCountSpecified = true;
input.StabilityParameters.UpliftVanGridLeftVerticalPointsCount = slipCircleDefinition.UpliftVanLeftGridVerticalPointCount;
input.StabilityParameters.UpliftVanGridLeftVerticalPointsDistanceSpecified = true;
input.StabilityParameters.UpliftVanGridLeftVerticalPointsDistance = slipCircleDefinition.UpliftVanLeftGridVerticalPointDistance;
input.StabilityParameters.UpliftVanGridLeftHorizontalPointsCountSpecified = true;
input.StabilityParameters.UpliftVanGridLeftHorizontalPointsCount = slipCircleDefinition.UpliftVanLeftGridHorizontalPointCount;
input.StabilityParameters.UpliftVanGridLeftHorizontalPointsDistanceSpecified = true;
input.StabilityParameters.UpliftVanGridLeftHorizontalPointsDistance = slipCircleDefinition.UpliftVanLeftGridHorizontalPointDistance;
input.StabilityParameters.UpliftVanGridRightVerticalPointsCountSpecified = true;
input.StabilityParameters.UpliftVanGridRightVerticalPointsCount = slipCircleDefinition.UpliftVanRightGridVerticalPointCount;
input.StabilityParameters.UpliftVanGridRightVerticalPointsDistanceSpecified = true;
input.StabilityParameters.UpliftVanGridRightVerticalPointsDistance = slipCircleDefinition.UpliftVanRightGridVerticalPointDistance;
input.StabilityParameters.UpliftVanGridRightHorizontalPointsCountSpecified = true;
input.StabilityParameters.UpliftVanGridRightHorizontalPointsCount = slipCircleDefinition.UpliftVanRightGridHorizontalPointCount;
input.StabilityParameters.UpliftVanGridRightHorizontalPointsDistanceSpecified = true;
input.StabilityParameters.UpliftVanGridRightHorizontalPointsDistance = slipCircleDefinition.UpliftVanRightGridHorizontalPointDistance;
}
}
}
}
private static void ValidateDamProjectData(DamProjectData damProjectData)
{
if (damProjectData.WaterBoard == null)
{
throw new NullReferenceException("No dike defined in this project");
}
if (damProjectData.WaterBoard.Dikes == null || damProjectData.WaterBoard.Dikes.Count != 1)
{
throw new NullReferenceException("The project should contain exactly 1 dike");
}
var dike = damProjectData.WaterBoard.Dikes[0];
if (dike.Locations == null)
{
throw new NullReferenceException("No locations defined in this project");
}
foreach (Location location in dike.Locations)
{
if (location.Scenarios == null)
{
throw new NullReferenceException("No scenarios defined in location");
}
}
if (dike.SurfaceLines2 == null)
{
throw new NullReferenceException("No surfacelines defined in this project");
}
else
{
foreach (var surfaceLine in dike.SurfaceLines2)
{
if ((surfaceLine.CharacteristicPoints == null) || (surfaceLine.CharacteristicPoints.Count < 1))
{
throw new NullReferenceException(string.Format("Surfaceline '{0}' has no characteristic points", surfaceLine.Name));
}
if ((surfaceLine.Geometry == null) || (surfaceLine.Geometry.Count < 2))
{
throw new NullReferenceException(string.Format("Surfaceline '{0}' has no points", surfaceLine.Name));
}
}
}
if (dike.SoilList == null)
{
throw new NullReferenceException("No soils defined in this project");
}
if (dike.SoilList.Soils == null)
{
throw new NullReferenceException("No soils defined in this project");
}
if (dike.SoilProfiles == null)
{
throw new NullReferenceException("No soilprofiles1D defined in this project");
}
}
private static void TransferSoils(List soils, DamEngine.Io.XmlInput.Soil[] inputSoils)
{
for (int i = 0; i < soils.Count; i++)
{
var soil = soils[i];
var inputSoil = new DamEngine.Io.XmlInput.Soil();
inputSoil.Name = soil.Name;
inputSoil.AbovePhreaticLevelSpecified = !Double.IsNaN(soil.AbovePhreaticLevel);
inputSoil.AbovePhreaticLevel = soil.AbovePhreaticLevel;
inputSoil.BelowPhreaticLevelSpecified = !Double.IsNaN(soil.BelowPhreaticLevel);
inputSoil.BelowPhreaticLevel = soil.BelowPhreaticLevel;
inputSoil.DryUnitWeightSpecified = !Double.IsNaN(soil.DryUnitWeight);
inputSoil.DryUnitWeight = soil.DryUnitWeight;
inputSoil.BeddingAngleSpecified = !Double.IsNaN(soil.BeddingAngle);
inputSoil.BeddingAngle = soil.BeddingAngle;
inputSoil.DiameterD70Specified = !Double.IsNaN(soil.DiameterD70);
inputSoil.DiameterD70 = soil.DiameterD70;
inputSoil.DiameterD90Specified = !Double.IsNaN(soil.DiameterD70);
inputSoil.DiameterD90 = soil.DiameterD90;
inputSoil.PermeabKxSpecified = !Double.IsNaN(soil.DiameterD90);
inputSoil.PermeabKx = soil.PermeabKx;
inputSoil.WhitesConstantSpecified = !Double.IsNaN(soil.WhitesConstant);
inputSoil.WhitesConstant = soil.WhitesConstant;
inputSoil.ShearStrengthModelSpecified = true;
inputSoil.ShearStrengthModel = ConversionHelper.ConvertToSoilShearStrengthModel(soil.ShearStrengthModel);
inputSoil.UseDefaultShearStrengthModelSpecified = true;
inputSoil.UseDefaultShearStrengthModel = soil.UseDefaultShearStrengthModel;
inputSoil.CohesionSpecified = !Double.IsNaN(soil.Cohesion);
inputSoil.Cohesion = soil.Cohesion;
inputSoil.FrictionAngleSpecified = !Double.IsNaN(soil.FrictionAngle);
inputSoil.FrictionAngle = soil.FrictionAngle;
inputSoil.OcrSpecified = !Double.IsNaN(soil.OCR);
inputSoil.Ocr = soil.OCR;
inputSoil.SlopeRestProfileSpecified = !Double.IsNaN(soil.RestSlope);
inputSoil.SlopeRestProfile = soil.RestSlope;
inputSoil.DilatancyTypeSpecified = true;
inputSoil.DilatancyType = ConversionHelper.ConvertToSoilDilatancyType(soil.DilatancyType);
inputSoil.SoilType = ConversionHelper.ConvertToInputSoilType(soil.SoilType);
inputSoil.SoilTypeSpecified = true;
inputSoils[i] = inputSoil;
}
}
private static void TransferSurfaceLines(IList dikeSurfaceLines, SurfaceLine[] inputSurfaceLines)
{
for (int i = 0; i < dikeSurfaceLines.Count; i++)
{
var surfaceLine = dikeSurfaceLines[i];
var inputSurfaceLine = new SurfaceLine();
inputSurfaceLine.Name = surfaceLine.Name;
inputSurfaceLine.Points = new SurfaceLinePoint[surfaceLine.CharacteristicPoints.Count];
for (int j = 0; j < surfaceLine.CharacteristicPoints.Count; j++)
{
var characteristicPoint = surfaceLine.CharacteristicPoints[j];
var inputPoint = new SurfaceLinePoint()
{
PointType = ConversionHelper.ConvertToInputPointType(characteristicPoint.CharacteristicPointType),
X = characteristicPoint.X,
Z = characteristicPoint.Z
};
inputSurfaceLine.Points[j] = inputPoint;
}
inputSurfaceLines[i] = inputSurfaceLine;
}
}
private static void TransferLocations(IList dikeLocations, DamEngine.Io.XmlInput.Location[] inputLocations)
{
for (int i = 0; i < dikeLocations.Count; i++)
{
var location = dikeLocations[i];
var inputLocation = new DamEngine.Io.XmlInput.Location();
inputLocation.Name = location.Name;
inputLocation.XSoilGeometry2DOriginSpecified = true;
inputLocation.XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin;
inputLocation.SurfaceLineName = location.LocalXZSurfaceLine2.Name;
inputLocation.SegmentName = location.Segment.Name;
var waternetOptions = new LocationWaternetOptions();
waternetOptions.PhreaticLineCreationMethod = ConversionHelper.ConvertToInputPhreaticLineCreationMethod(location.PLLineCreationMethod);
waternetOptions.IntrusionVerticalWaterPressure = ConversionHelper.ConvertToInputIntrusionVerticalWaterPressure(location.IntrusionVerticalWaterPressure ?? IntrusionVerticalWaterPressureType.Standard);
waternetOptions.PolderLevel = location.PolderLevel;
waternetOptions.PolderLevelLow = location.PolderLevelLow;
waternetOptions.PolderLevelLowSpecified = true;
waternetOptions.DampingFactorPl3 = location.DampingFactorPL4;
waternetOptions.DampingFactorPl4 = location.DampingFactorPL3;
waternetOptions.PenetrationLength = location.PenetrationLength;
waternetOptions.Pl1BelowCrestMiddleSpecified = location.PlLineOffsetBelowDikeCrestMiddle.HasValue;
waternetOptions.Pl1BelowCrestMiddle = location.PlLineOffsetBelowDikeCrestMiddle ?? 0.0;
waternetOptions.Pl1FactorBelowShoulderCrestSpecified = location.UsePlLineOffsetFactorBelowShoulderCrest ?? false;
waternetOptions.Pl1FactorBelowShoulderCrest = location.PlLineOffsetFactorBelowShoulderCrest ?? 0.0;
waternetOptions.DryPl1BelowCrestMiddleSpecified = location.PlLineOffsetDryBelowDikeCrestMiddle.HasValue;
waternetOptions.DryPl1BelowCrestMiddle = location.PlLineOffsetDryBelowDikeCrestMiddle ?? 0.0;
waternetOptions.DryPl1FactorBelowShoulderCrestSpecified = location.UsePlLineOffsetDryFactorBelowShoulderCrest ?? false;
waternetOptions.DryPl1FactorBelowShoulderCrest = location.PlLineOffsetDryFactorBelowShoulderCrest ?? 0.0;
waternetOptions.HeadPl2Specified = location.HeadPL2.HasValue;
waternetOptions.HeadPl2 = location.HeadPL2 ?? 0.0;
waternetOptions.HeadPl3Specified = location.HeadPl3.HasValue;
waternetOptions.HeadPl3 = location.HeadPl3 ?? 0.0;
waternetOptions.HeadPl4Specified = location.HeadPl4.HasValue;
waternetOptions.HeadPl4 = location.HeadPl4 ?? 0.0;
waternetOptions.SlopeDampingFactor = location.SlopeDampingPiezometricHeightPolderSide;
waternetOptions.Pl1BelowCrestRiverside = location.PlLineOffsetBelowDikeTopAtRiver;
waternetOptions.Pl1BelowCrestPolderside = location.PlLineOffsetBelowDikeTopAtPolder;
waternetOptions.Pl1BelowShoulderCrestPolderside = location.PlLineOffsetBelowShoulderBaseInside;
waternetOptions.Pl1BelowToeDikePolderside = location.PlLineOffsetBelowDikeToeAtPolder;
waternetOptions.DryPl1BelowDikeTopAtRiver = location.PLLineOffsetDryBelowDikeTopAtRiver;
waternetOptions.DryPl1BelowDikeTopAtRiverSpecified = true;
waternetOptions.DryPl1DryBelowDikeTopAtPolder = location.PLLineOffsetDryBelowDikeTopAtPolder;
waternetOptions.DryPl1DryBelowDikeTopAtPolderSpecified = true;
waternetOptions.DryPl1BelowShoulderBaseInside = location.PLLineOffsetDryBelowShoulderBaseInside;
waternetOptions.DryPl1BelowShoulderBaseInsideSpecified = true;
waternetOptions.DryPl1DryBelowDikeToeAtPolder = location.PLLineOffsetDryBelowDikeToeAtPolder;
waternetOptions.DryPl1DryBelowDikeToeAtPolderSpecified = true;
inputLocation.WaternetOptions = waternetOptions;
// Regional settings
var assesmentRegionalOptions = new LocationAssesmentRegionalOptions();
inputLocation.DikeTableHeight = location.DikeTableHeight;
assesmentRegionalOptions.BoezemLevelHbp = location.BoezemLevelHbp;
assesmentRegionalOptions.BoezemLevelLbp = location.BoezemLevelLbp;
assesmentRegionalOptions.BoezemLevelTp = location.BoezemLevelTp;
assesmentRegionalOptions.RegionalBankProtectionBottomLevel = location.RwBankProtectionBottomLevel;
assesmentRegionalOptions.DredgingDepth = location.DredgingDepth;
assesmentRegionalOptions.DetrimentFactor = location.DetrimentFactor;
assesmentRegionalOptions.DikeSoilType = ConversionHelper.ConvertToInputSoilType(location.DikeMaterialType);
assesmentRegionalOptions.DikeSoilTypeSpecified = true;
inputLocation.AssesmentRegionalOptions = assesmentRegionalOptions;
inputLocation.DesignScenarios = new LocationDesignScenario[location.Scenarios.Count];
for (int j = 0; j < location.Scenarios.Count; j++)
{
var designScenario = location.Scenarios[j];
var inputDesignScenario = new LocationDesignScenario();
inputDesignScenario.RiverLevel = designScenario.RiverLevel;
inputDesignScenario.Id = designScenario.LocationScenarioID;
inputDesignScenario.RiverLevelLowSpecified = designScenario.RiverLevelLow.HasValue;
inputDesignScenario.RiverLevelLow = designScenario.RiverLevelLow ?? 0.0;
inputDesignScenario.DikeTableHeightSpecified = designScenario.DikeTableHeight.HasValue;
inputDesignScenario.DikeTableHeight = designScenario.DikeTableHeight ?? 0.0;
inputDesignScenario.PlLineOffsetBelowDikeTopAtRiverSpecified = designScenario.PlLineOffsetBelowDikeTopAtRiver.HasValue;
inputDesignScenario.PlLineOffsetBelowDikeTopAtRiver = designScenario.PlLineOffsetBelowDikeTopAtRiver ?? 0.0;
inputDesignScenario.PlLineOffsetBelowDikeTopAtPolderSpecified = designScenario.PlLineOffsetBelowDikeTopAtPolder.HasValue;
inputDesignScenario.PlLineOffsetBelowDikeTopAtPolder = designScenario.PlLineOffsetBelowDikeTopAtPolder ?? 0.0;
inputDesignScenario.PlLineOffsetBelowShoulderBaseInsideSpecified = designScenario.PlLineOffsetBelowShoulderBaseInside.HasValue;
inputDesignScenario.PlLineOffsetBelowShoulderBaseInside = designScenario.PlLineOffsetBelowShoulderBaseInside ?? 0.0;
inputDesignScenario.PlLineOffsetBelowDikeToeAtPolderSpecified = designScenario.PlLineOffsetBelowDikeToeAtPolder.HasValue;
inputDesignScenario.PlLineOffsetBelowDikeToeAtPolder = designScenario.PlLineOffsetBelowDikeToeAtPolder ?? 0.0;
inputDesignScenario.PlLineOffsetBelowDikeCrestMiddleSpecified = designScenario.UsePlLineOffsetBelowDikeCrestMiddle ?? false;
inputDesignScenario.PlLineOffsetBelowDikeCrestMiddle = designScenario.PlLineOffsetBelowDikeCrestMiddle ?? 0.0;
inputDesignScenario.PlLineOffsetFactorBelowShoulderCrestSpecified = designScenario.UsePlLineOffsetFactorBelowShoulderCrest ?? false;
inputDesignScenario.PlLineOffsetFactorBelowShoulderCrest = designScenario.PlLineOffsetFactorBelowShoulderCrest ?? 0.0;
inputDesignScenario.HeadPl3Specified = designScenario.HeadPl3.HasValue;
inputDesignScenario.HeadPl3 = designScenario.HeadPl3 ?? 0.0;
inputDesignScenario.HeadPl4Specified = designScenario.HeadPl4.HasValue;
inputDesignScenario.HeadPl4 = designScenario.HeadPl4 ?? 0.0;
inputDesignScenario.UpliftCriterionStabilitySpecified = designScenario.UpliftCriterionStability.HasValue;
inputDesignScenario.UpliftCriterionStability = designScenario.UpliftCriterionStability ?? 0.0;
inputDesignScenario.UpliftCriterionPipingSpecified = designScenario.UpliftCriterionPiping.HasValue;
inputDesignScenario.UpliftCriterionPiping = designScenario.UpliftCriterionPiping ?? 0.0;
inputDesignScenario.RequiredSafetyFactorStabilityInnerSlopeSpecified = designScenario.RequiredSafetyFactorStabilityInnerSlope.HasValue;
inputDesignScenario.RequiredSafetyFactorStabilityInnerSlope = designScenario.RequiredSafetyFactorStabilityInnerSlope ?? 0.0;
inputDesignScenario.RequiredSafetyFactorStabilityOuterSlopeSpecified = designScenario.RequiredSafetyFactorStabilityOuterSlope.HasValue;
inputDesignScenario.RequiredSafetyFactorStabilityOuterSlope = designScenario.RequiredSafetyFactorStabilityOuterSlope ?? 0.0;
inputDesignScenario.RequiredSafetyFactorPipingSpecified = designScenario.RequiredSafetyFactorPiping.HasValue;
inputDesignScenario.RequiredSafetyFactorPiping = designScenario.RequiredSafetyFactorPiping ?? 0.0;
inputLocation.DesignScenarios[j] = inputDesignScenario;
}
inputLocation.DikeEmbankmentMaterial = location.DikeEmbankmentMaterial;
inputLocation.StabilityOptions = new LocationStabilityOptions
{
MapForSoilgeometries2D = location.MapForSoilGeometries2D,
SoilDatabaseName = location.SoildatabaseName,
ZoneType = ConversionHelper.ConvertToInputZoneType(location.StabilityZoneType),
ForbiddenZoneFactorSpecified = true,
ForbiddenZoneFactor = location.ForbiddenZoneFactor,
ZoneAreaRestSlopeCrestWidthSpecified = true,
ZoneAreaRestSlopeCrestWidth = location.ZoneAreaRestSlopeCrestWidth,
TrafficLoadSpecified = true,
TrafficLoad = location.TrafficLoad,
MinimumCircleDepthSpecified = true,
MinimumCircleDepth = location.MinimalCircleDepth
};
// Design options
var designOptions = new LocationDesignOptions();
designOptions.RedesignDikeHeight = location.RedesignDikeHeight;
designOptions.RedesignDikeShoulder = location.RedesignDikeShoulder;
designOptions.ShoulderEmbankmentMaterial = location.ShoulderEmbankmentMaterial;
designOptions.StabilityShoulderGrowSlope = location.StabilityShoulderGrowSlope;
designOptions.StabilityShoulderGrowDeltaX = location.StabilityShoulderGrowDeltaX;
designOptions.StabilitySlopeAdaptionDeltaX = location.StabilitySlopeAdaptionDeltaX;
designOptions.SlopeAdaptionStartCotangent = location.SlopeAdaptionStartCotangent;
designOptions.SlopeAdaptionEndCotangent = location.SlopeAdaptionEndCotangent;
designOptions.SlopeAdaptionStepCotangent = location.SlopeAdaptionStepCotangent;
designOptions.NewDikeTopWidthSpecified = location.UseNewDikeTopWidth;
designOptions.NewDikeTopWidth = location.NewDikeTopWidth;
designOptions.NewDikeSlopeInsideSpecified = location.UseNewDikeSlopeInside;
designOptions.NewDikeSlopeInside = location.NewDikeSlopeInside;
designOptions.NewDikeSlopeOutsideSpecified = location.UseNewDikeSlopeOutside;
designOptions.NewDikeSlopeOutside = location.NewDikeSlopeOutside;
designOptions.NewShoulderTopSlopeSpecified = location.UseNewShoulderTopSlope;
designOptions.NewShoulderTopSlope = location.NewShoulderTopSlope;
designOptions.NewShoulderBaseSlopeSpecified = location.UseNewShoulderBaseSlope;
designOptions.NewShoulderBaseSlope = location.NewShoulderBaseSlope;
designOptions.NewMaxHeightShoulderAsFractionSpecified = location.UseNewMaxHeightShoulderAsFraction;
designOptions.NewMaxHeightShoulderAsFraction = location.NewMaxHeightShoulderAsFraction;
designOptions.NewMinDistanceDikeToeStartDitchSpecified = location.UseNewMinDistanceDikeToeStartDitch;
designOptions.NewMinDistanceDikeToeStartDitch = location.NewMinDistanceDikeToeStartDitch;
designOptions.UseNewDitchDefinition = location.UseNewDitchDefinition;
designOptions.NewWidthDitchBottomSpecified = location.UseNewDitchDefinition;
designOptions.NewWidthDitchBottom = location.NewWidthDitchBottom;
designOptions.NewSlopeAngleDitchSpecified = location.UseNewDitchDefinition;
designOptions.NewSlopeAngleDitch = location.NewSlopeAngleDitch;
designOptions.NewDepthDitchSpecified = location.UseNewDitchDefinition;
designOptions.NewDepthDitch = location.NewDepthDitch;
designOptions.StabilityDesignMethod = ConversionHelper.ConvertToInputStabilityDesignMethod(location.StabilityDesignMethod);
inputLocation.DesignOptions = designOptions;
// Modelfactors
if (location.ModelFactors != null)
{
inputLocation.ModelFactors = new LocationModelFactors();
inputLocation.ModelFactors.RequiredSafetyFactorPipingSpecified = location.ModelFactors.RequiredSafetyFactorPiping.HasValue;
inputLocation.ModelFactors.RequiredSafetyFactorPiping = location.ModelFactors.RequiredSafetyFactorPiping ?? 0.0;
inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlopeSpecified = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope.HasValue;
inputLocation.ModelFactors.RequiredSafetyFactorStabilityInnerSlope = location.ModelFactors.RequiredSafetyFactorStabilityInnerSlope ?? 0.0;
inputLocation.ModelFactors.RequiredSafetyFactorStabilityOuterSlopeSpecified = location.ModelFactors.RequiredSafetyFactorStabilityOuterSlope.HasValue;
inputLocation.ModelFactors.RequiredSafetyFactorStabilityOuterSlope = location.ModelFactors.RequiredSafetyFactorStabilityOuterSlope ?? 0.0;
inputLocation.ModelFactors.UpliftCriterionPipingSpecified = location.ModelFactors.UpliftCriterionPiping.HasValue;
inputLocation.ModelFactors.UpliftCriterionPiping = location.ModelFactors.UpliftCriterionPiping ?? 0.0;
inputLocation.ModelFactors.UpliftCriterionStabilitySpecified = location.ModelFactors.UpliftCriterionStability.HasValue;
inputLocation.ModelFactors.UpliftCriterionStability = location.ModelFactors.UpliftCriterionStability ?? 0.0;
}
inputLocations[i] = inputLocation;
}
}
private static void TransferSoilProfiles1D(IList dikeSoilProfiles, DamEngine.Io.XmlInput.SoilProfile1D[] inputSoilProfiles1D)
{
var profilesCount = dikeSoilProfiles.Count;
for (int i = 0; i < profilesCount; i++)
{
var soilProfile1D = dikeSoilProfiles[i];
var inputSoilProfile1D = new DamEngine.Io.XmlInput.SoilProfile1D
{
Name = soilProfile1D.Name,
BottomLevel = soilProfile1D.BottomLevel,
Layers1D = new SoilProfile1DLayer1D[soilProfile1D.LayerCount]
};
AddLayers1D(soilProfile1D, inputSoilProfile1D);
inputSoilProfiles1D[i] = inputSoilProfile1D;
}
}
private static void AddLayers1D(Deltares.Geotechnics.Soils.SoilProfile1D soilProfile1D, DamEngine.Io.XmlInput.SoilProfile1D inputSoilProfile1D)
{
for (int i = 0; i < soilProfile1D.LayerCount; i++)
{
var layer = soilProfile1D.Layers[i];
var inputLayer = new SoilProfile1DLayer1D
{
Name = layer.Id,
SoilName = layer.Soil.Name,
TopLevel = layer.TopLevel,
IsAquifer = layer.IsAquifer,
WaterpressureInterpolationModel = ConversionHelper.ConvertToInputWaterpressureInterpolationModel(
layer.WaterpressureInterpolationModel)
};
inputSoilProfile1D.Layers1D[i] = inputLayer;
}
}
private static void TransferSegments(IList segments, DamEngine.Io.XmlInput.Segment[] inputSegments)
{
for (int i = 0; i < segments.Count; i++)
{
var segment = segments[i];
var inputSegment = new DamEngine.Io.XmlInput.Segment
{
Name = segment.Name
};
AddSoilProfileProbabilities(segment, inputSegment);
inputSegments[i] = inputSegment;
}
}
private static void AddSoilProfileProbabilities(Segment segment, DamEngine.Io.XmlInput.Segment inputSegment)
{
if (segment.SoilProfileProbabilities != null)
{
var probabilityCount = segment.SoilProfileProbabilities.Count;
inputSegment.SoilGeometryProbability = new SegmentSoilGeometryProbability[probabilityCount];
for (int i = 0; i < probabilityCount; i++)
{
var soilGeometryProbability = segment.SoilProfileProbabilities[i];
var inputSoilGeometryProbability = new SegmentSoilGeometryProbability();
inputSoilGeometryProbability.Probability = soilGeometryProbability.Probability;
if (soilGeometryProbability.SegmentFailureMechanismType.HasValue)
{
inputSoilGeometryProbability.FailureMechanismSystemType = ConversionHelper.ConvertToInputFailureMechanismSystemType(soilGeometryProbability.SegmentFailureMechanismType.Value);
inputSoilGeometryProbability.FailureMechanismSystemTypeSpecified = true;
}
else
{
inputSoilGeometryProbability.FailureMechanismSystemTypeSpecified = false;
}
if (soilGeometryProbability.SoilGeometryType == SoilGeometryType.SoilGeometry1D)
{
inputSoilGeometryProbability.SoilProfileName = soilGeometryProbability.SoilGeometryName;
}
else
{
inputSoilGeometryProbability.SoilProfileName = soilGeometryProbability.SoilGeometry2DName;
}
inputSoilGeometryProbability.SoilProfileType = ConversionHelper.ConvertToInputSoilGeometryType(soilGeometryProbability.SoilGeometryType);
inputSegment.SoilGeometryProbability[i] = inputSoilGeometryProbability;
}
}
}
}
}