// Copyright (C) Stichting Deltares 2018. All rights reserved.
//
// This file is part of the application DAM - UI.
//
// 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 <http://www.gnu.org/licenses/>.
//
// 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 Deltares.Dam.Data;
using Deltares.Dam.Data.DamEngineIo;
using Deltares.DamEngine.Io;
using Deltares.DamEngine.Io.XmlInput;
using Deltares.Geometry;
using Deltares.Geotechnics;
using Deltares.Geotechnics.Soils;
using Deltares.Geotechnics.SurfaceLines;
using Deltares.Standard.EventPublisher;
using KellermanSoftware.CompareNetObjects;
using NUnit.Framework;
using Location = Deltares.Dam.Data.Location;
using Segment = Deltares.Dam.Data.Segment;
using Soil = Deltares.Geotechnics.Soils.Soil;
using SoilProfile1D = Deltares.Geotechnics.Soils.SoilProfile1D;
using Deltares.Dam.Data.Sensors;

namespace Deltares.Dam.Tests.DamEngineIo
{
    [TestFixture]
    public class FillXmlInputFromDamUiTests
    {
        const AnalysisType expectedAnalysisType = AnalysisType.AdaptGeometry;
        const AnalysisType notExpectedAnalysisType = AnalysisType.NoAdaption;

        [Test]
        public void CanWriteAndReadDamProjectDataToXmlFile()
        {
            const string inputFilename = "InputFile.xml";
            DamProject.ProjectMap = "test project map";
            DamProjectData expectedDamProjectData = CreateExampleDamProjectData();

            // Write input file
            Input input = FillXmlInputFromDamUi.CreateInput(expectedDamProjectData);
            DamXmlSerialization.SaveInputAsXmlFile(inputFilename, input);

            // Init static that is to be loaded with not expected value
            DamProjectCalculationSpecification.SelectedAnalysisType = notExpectedAnalysisType;

            // Load input file
            input = DamXmlSerialization.LoadInputFromXmlFile(inputFilename);
            DamProjectData actualDamProjectData = FillDamUiFromXmlInput.CreateDamProjectData(input);
            CompareDamProjectData(actualDamProjectData, expectedDamProjectData);
        }

        [Test]
        public void CanWriteAndReadDamProjectDataToXmlString()
        {
            DataEventPublisher.IsDataEventPublishStopped = true;
            DamProjectData expectedDamProjectData = CreateExampleDamProjectData();

            // Write input string
            Input input = FillXmlInputFromDamUi.CreateInput(expectedDamProjectData);
            string inputXml = DamXmlSerialization.SaveInputAsXmlString(input);

            // Init static that is to be loaded with not expected value
            DamProjectCalculationSpecification.SelectedAnalysisType = notExpectedAnalysisType;

            // Load input string
            input = DamXmlSerialization.LoadInputFromXmlString(inputXml);
            DamProjectData actualDamProjectData = FillDamUiFromXmlInput.CreateDamProjectData(input);
            CompareDamProjectData(actualDamProjectData, expectedDamProjectData);
        }

        private DamProjectData CreateExampleDamProjectData()
        {
            var damProjectData = new DamProjectData();
            DamProject.ProjectMap = @"D:\TestDamFolder\Sub";
            FillAnalysisSpecification(damProjectData);
            FillStabilityParameters(damProjectData);
            damProjectData.WaterBoard = new WaterBoard();
            damProjectData.WaterBoard.Dikes = new List<Dike>();
            damProjectData.WaterBoard.Dikes.Add(new Dike());
            damProjectData.MaxCalculationCores = 3;
            Dike dike = damProjectData.WaterBoard.Dikes[0];
            var surfaceLines = CreateSurfaceLines();
            FillSoils(dike);
            FillAquiferSoils(dike.SoilList);
            FillSoilProfiles1D(dike);
            FillSegments(damProjectData);
            AddLocations(dike, surfaceLines, damProjectData.WaterBoard.Segments);
            foreach (LocationJob locationJob in damProjectData.LocationJobs)
            {
                locationJob.Run = true;
            }
            FillInputTimeSeries(damProjectData);
            FillSensorData(damProjectData);
            return damProjectData;
        }

        private void FillSensorData(DamProjectData damProjectData)
        {
            damProjectData.SensorData = new SensorData(); // SensorLocations, Sensors and SensorGroups are automatically created
            var sensorData = damProjectData.SensorData;
            var sensor1 = new Data.Sensors.Sensor()
            {
                ID = 1,
                RelativeLocation = 12.2,
                Type = SensorType.WaterLevel,
                PLLineMappings = new[] { PLLineType.PL1 }
            };
            sensorData.Sensors.Add(sensor1);
            var sensor2 = new Data.Sensors.Sensor()
            {
                ID = 2,
                RelativeLocation = 24.2,
                Type = SensorType.PolderLevel,
                PLLineMappings = new[] { PLLineType.PL1 }
            };
            sensorData.Sensors.Add(sensor2);
            var sensorGroup1 = new Group()
            {
                ID = 1,
                SensorArray = new Data.Sensors.Sensor[] { sensor1, sensor2 }
            };
            sensorData.SensorGroups.Add(sensorGroup1);
            var sensorLocation1 = new Data.Sensors.SensorLocation()
            {
                Location = damProjectData.WaterBoard.Dikes[0].Locations[0],
                Group = sensorGroup1,
                SourceTypePl1PlLineOffsetBelowDikeTopAtRiver = DataSourceTypeSensors.LocationData,
                SourceTypePl1PlLineOffsetBelowDikeTopAtPolder = DataSourceTypeSensors.LocationData,
                SourceTypePl1WaterLevelAtPolder = DataSourceTypeSensors.Sensor,
                SourceTypePl1WaterLevelAtRiver = DataSourceTypeSensors.Sensor,
                SourceTypePl3 = DataSourceTypeSensors.Sensor,
                SourceTypePl4 = DataSourceTypeSensors.Sensor,
                SourceTypePl1PlLineOffsetBelowDikeToeAtPolder = DataSourceTypeSensors.LocationData,
                SourceTypePl1PlLineOffsetBelowShoulderBaseInside = DataSourceTypeSensors.LocationData
            };
            damProjectData.WaterBoard.Dikes[0].Locations[0].SensorData = sensorLocation1;
            sensorData.SensorLocations.Add(sensorLocation1);

            var sensor3 = new Data.Sensors.Sensor()
            {
                ID = 3,
                RelativeLocation = 8.8,
                Type = SensorType.PiezometricHead,
                PLLineMappings = new[] { PLLineType.PL3, PLLineType.PL4 }
            };
            sensorData.Sensors.Add(sensor3);
            var sensorGroup2 = new Group()
            {
                ID = 2,
                SensorArray = new Data.Sensors.Sensor[] { sensor3 }
            };
            sensorData.SensorGroups.Add(sensorGroup2);
            var sensorLocation2 = new Data.Sensors.SensorLocation()
            {
                Location = damProjectData.WaterBoard.Dikes[0].Locations[0],
                Group = sensorGroup1,
                SourceTypePl1PlLineOffsetBelowDikeTopAtRiver = DataSourceTypeSensors.LocationData,
                SourceTypePl1PlLineOffsetBelowDikeTopAtPolder = DataSourceTypeSensors.LocationData,
                SourceTypePl1WaterLevelAtPolder = DataSourceTypeSensors.Sensor,
                SourceTypePl1WaterLevelAtRiver = DataSourceTypeSensors.Sensor,
                SourceTypePl3 = DataSourceTypeSensors.Sensor,
                SourceTypePl4 = DataSourceTypeSensors.Sensor,
                SourceTypePl1PlLineOffsetBelowDikeToeAtPolder = DataSourceTypeSensors.LocationData,
                SourceTypePl1PlLineOffsetBelowShoulderBaseInside = DataSourceTypeSensors.LocationData
            };
            damProjectData.WaterBoard.Dikes[0].Locations[2].SensorData = sensorLocation2;
            sensorData.SensorLocations.Add(sensorLocation2);
        }
        private void FillInputTimeSeries(DamProjectData damProjectData)
        {
            const int timeSeriesCount = 2;
            const int timeEntriesCount = 3;
            const string idWaterLevel = "WaterLevel";
            const string idWaterPressure = "WaterPressure";
            damProjectData.InputTimeSerieCollection = new TimeSerieCollection();
            for (int i = 0; i < timeSeriesCount; i++)
            {
                string locationId = String.Format("location{0}", i);
                var timeSerie = damProjectData.InputTimeSerieCollection.AddNewSeries(locationId);
                timeSerie.ParameterId = (i % 2 == 0) ? idWaterLevel : idWaterPressure;
                timeSerie.ForecastDateTime = DateTime.Now;
                timeSerie.Type = "instantaneous";
                timeSerie.StartDateTime = new DateTime(2012, 12, 31);
                timeSerie.EndDateTime = new DateTime(2012, 12, 31, 1, 0, 0);
                timeSerie.MissVal = -9999.0;
                timeSerie.LongName = timeSerie.LocationId + "long";
                timeSerie.StationName = String.Format("station{0}", i);
                timeSerie.Units = "m";
                timeSerie.SourceOrganisation = String.Format("organisation{0}", i);
                timeSerie.SourceSystem = String.Format("system{0}", i);
                timeSerie.FileDescription = String.Format("filedescription{0}", i);
                timeSerie.Region = String.Format("region{0}", i);
                if ((i % 2 == 0))
                {
                    timeSerie.TimeStep.Multiplier = 3600;
                    timeSerie.TimeStep.Unit = TimeStepUnit.Second;
                }
                else
                {
                    timeSerie.TimeStep.Divider = 24;
                    timeSerie.TimeStep.Unit = TimeStepUnit.Day;
                }
                for (int j = 0; j < timeEntriesCount; j++)
                {
                    Stochast stochastValue = new Stochast()
                    {
                        Mean = 1.0 * j,
                        Distribution = j,
                        StandardDeviation = 0.1 * j
                    };
                    timeSerie.Entries.Add(new TimeSerieEntry
                    {

                        DateTime = new DateTime(2012, 12, 31, 1, j * 10, 0),
                        Value = j,
                        Flag = 1,
                        BasisFileName = String.Format("BasisFileName{0}", i),
                        RelativeCalculationPathName = String.Format("RelativeCalculationPathName{0}", i),
                        StochastValue = stochastValue
                    });
                }
            }
        }

        private void FillAquiferSoils(SoilList soilList)
        {
            for (int i = 0; i < soilList.Soils.Count; i++)
            {
                // All even indeces are set to true, all odd indices are set to false
                soilList.AquiferDictionary.Add(soilList.Soils[i], (i % 2) == 0);
            }
        }

        private static void FillAnalysisSpecification(DamProjectData damProjectData)
        {
            damProjectData.DamProjectType = DamProjectType.Design;
            damProjectData.DamProjectCalculationSpecification = new DamProjectCalculationSpecification();
            DamProjectCalculationSpecification.SelectedAnalysisType = expectedAnalysisType;
            var calculationSpecification = new DamFailureMechanismeCalculationSpecification();
            calculationSpecification.FailureMechanismSystemType = FailureMechanismSystemType.Piping;
            calculationSpecification.CalculationModel = PipingModelType.Bligh;
            damProjectData.DamProjectCalculationSpecification.DamCalculationSpecifications.Add(calculationSpecification);
        }

        private static void FillStabilityParameters(DamProjectData damProjectData)
        {
            // Note: DamProjectCalculationSpecification created and filled by FillAnalysisSpecification
            var curspec = damProjectData.DamProjectCalculationSpecification.CurrentSpecification;
            curspec.FailureMechanismeParamatersMStab = new FailureMechanismeParamatersMStab
            {
                MStabParameters = new MStabParameters
                {
                    SearchMethod = MStabSearchMethod.Grid,
                    SlipCircleDefinition = new SlipCircleDefinition
                    {
                        GridSizeDetermination = GridSizeDetermination.Specified,
                        BishopGridHorizontalPointCount = 4,
                        BishopGridHorizontalPointDistance = 1.2,
                        BishopGridVerticalPointCount = 5,
                        BishopGridVerticalPointDistance = 1.1,
                        BishopTangentLinesDefinition = TangentLinesDefinition.Specified,
                        BishopTangentLinesDistance = 0.25,
                        UpliftVanLeftGridHorizontalPointCount = 6,
                        UpliftVanLeftGridHorizontalPointDistance = 0.7,
                        UpliftVanLeftGridVerticalPointCount = 3,
                        UpliftVanLeftGridVerticalPointDistance = 1.3,
                        UpliftVanRightGridHorizontalPointCount = 8,
                        UpliftVanRightGridHorizontalPointDistance = 1.76,
                        UpliftVanRightGridVerticalPointCount = 11,
                        UpliftVanRightGridVerticalPointDistance = 0.14,
                        UpliftVanTangentLinesDefinition = TangentLinesDefinition.OnBoundaryLines,
                        UpliftVanTangentLinesDistance = 0.01
                    }
                }
            };
        }
        private void FillSoils(Dike dike)
        {
            const int soilCount = 3;
            dike.SoilList = new SoilList();
            for (int i = 0; i < soilCount; i++)
            {
                Soil soil = new Soil() { Name = String.Format("Soil {0}", i) };

                soil.AbovePhreaticLevel = 7 + 0.1 * i;
                soil.BelowPhreaticLevel = 8 + 0.1 * i;
                soil.DryUnitWeight = 9 + 0.1 * i;
                soil.BeddingAngle = 18 + 0.1 * i;
                soil.DiameterD70 = 19 + 0.1 * i;
                soil.DiameterD90 = 20 + 0.1 * i;
                soil.PermeabKx = 21 + 0.1 * i;
                soil.WhitesConstant = 22 + 0.1 * i;
                soil.ShearStrengthModel = ShearStrengthModel.CuCalculated;
                soil.UseDefaultShearStrengthModel = false;
                soil.Cohesion = 23 + 0.1 * i;
                soil.FrictionAngle = 24 + 0.1 * i;
                soil.OCR = 25 + 0.1 * i;
                soil.RestSlope = 26 + 0.1 * i;
                soil.DilatancyType = DilatancyType.MinusPhi;
                soil.SoilType = ConversionHelper.ConvertToSoilType(i);

                dike.SoilList.Add(soil);
            }
        }

        private static void AddLocations(Dike dike, List<SurfaceLine2> surfaceLines, IList<Segment> segments)
        {
            const int locationCount = 3;
            for (int i = 0; i < locationCount; i++)
            {
                var location = new Location();
                location.Name = "Location " + (i + 1).ToString();
                location.XSoilGeometry2DOrigin = 1.0 * i + 0.01;
                location.SoildatabaseName = "ASoildb.mdb";
                location.PLLineCreationMethod = (PLLineCreationMethod) i;
                location.IntrusionVerticalWaterPressure = (IntrusionVerticalWaterPressureType) i;
                location.PolderLevel = 1.0 * i + 0.11;
                location.PolderLevelLow = 1.0 * i + 0.09;
                location.DampingFactorPL4 = 1.0 * i + 0.12;
                location.DampingFactorPL3 = 1.0 * i + 0.13;
                location.PenetrationLength = 1.0 * i + 0.14;
                location.PlLineOffsetBelowDikeCrestMiddle = 1.0 * i + 0.15;
                location.UsePlLineOffsetFactorBelowShoulderCrest = true;
                location.PlLineOffsetFactorBelowShoulderCrest = 1.0 * i + 0.16;
                location.PlLineOffsetDryBelowDikeCrestMiddle = 1.0 * i + 0.17;
                location.UsePlLineOffsetDryFactorBelowShoulderCrest = true;
                location.PlLineOffsetDryFactorBelowShoulderCrest = 1.0 * i + 0.18;
                location.SlopeDampingPiezometricHeightPolderSide = 1.0 * i + 0.19;
                location.PlLineOffsetBelowDikeTopAtRiver = 1.0 * i + 0.20;
                location.PlLineOffsetBelowDikeTopAtPolder = 1.0 * i + 0.21;
                location.PlLineOffsetBelowShoulderBaseInside = 1.0 * i + 0.22;
                location.PlLineOffsetBelowDikeToeAtPolder = 1.0 * i + 0.23;
                location.PLLineOffsetDryBelowDikeTopAtRiver = 1.0 * i + 0.24;
                location.PLLineOffsetDryBelowDikeTopAtPolder = 1.0 * i + 0.25;
                location.PLLineOffsetDryBelowShoulderBaseInside = 1.0 * i + 0.26;
                location.PLLineOffsetDryBelowDikeToeAtPolder = 1.0 * i + 0.27;
                location.HeadPL2 = 1.0 * i + 0.28;
                location.HeadPl3 = 1.0 * i + 0.29;
                location.HeadPl4 = 1.0 * i + 0.30;
                location.DikeTableHeight = 1.0 * i + 0.31;
                location.BoezemLevelHbp = 1.0 * i + 0.32;
                location.BoezemLevelLbp = 1.0 * i + 0.33;
                location.BoezemLevelTp = 1.0 * i + 0.34;
                location.RwBankProtectionBottomLevel = 1.0 * i + 0.35;
                location.DredgingDepth = 1.0 * i + 0.36;
                location.DetrimentFactor = 1.0 * i + 0.37;
                location.DikeMaterialType = SoilType.Loam;
                location.LocalXZSurfaceLine2 = surfaceLines[i];
                location.Segment = segments[i % 2]; // alternate between the 2 available segments 
                for (int j = 0; j < 3; j++)
                {
                    var designScenario = FillDesignScenario(i, j);
                    location.Scenarios.Add(designScenario);
                }

                location.DikeEmbankmentMaterial = "DikeMat";
                location.MapForSoilGeometries2D = "TestMap";
                location.StabilityZoneType = MStabZonesType.NoZones;
                location.ForbiddenZoneFactor = 1.23;
                location.ZoneAreaRestSlopeCrestWidth = 8.23;
                location.TrafficLoad = 11.11;
                location.MinimalCircleDepth = 1.21;

                location.RedesignDikeHeight = false;
                location.RedesignDikeShoulder = false;
                location.ShoulderEmbankmentMaterial = "ShoulderMat" + (i + 1).ToString(); ;
                location.StabilityShoulderGrowSlope = 10.0 * i + 0.50;
                location.StabilityShoulderGrowDeltaX = 10.0 * i + 0.51;
                location.StabilitySlopeAdaptionDeltaX = 10.0 * i + 0.52;
                location.SlopeAdaptionStartCotangent = 10.0 * i + 0.53;
                location.SlopeAdaptionEndCotangent = 10.0 * i + 0.54;
                location.SlopeAdaptionStepCotangent = 10.0 * i + 0.55;
                location.UseNewDikeTopWidth = true;
                location.UseNewDikeSlopeInside = true;
                location.UseNewDikeSlopeOutside = true;
                location.UseNewShoulderTopSlope = true;
                location.UseNewShoulderBaseSlope = true;
                location.UseNewMaxHeightShoulderAsFraction = true;
                location.UseNewMinDistanceDikeToeStartDitch = true;
                location.UseNewDitchDefinition = true;
                location.NewDikeTopWidth = 10.0 * i + 0.56;
                location.NewDikeSlopeInside = 10.0 * i + 0.57;
                location.NewDikeSlopeOutside = 10.0 * i + 0.58;
                location.NewShoulderTopSlope = 10.0 * i + 0.59;
                location.NewShoulderBaseSlope = 10.0 * i + 0.60;
                location.NewMaxHeightShoulderAsFraction = 10.0 * i + 0.61;
                location.NewMinDistanceDikeToeStartDitch = 10.0 * i + 0.62;
                location.UseNewDitchDefinition = true;
                location.NewWidthDitchBottom = 10.0 * i + 0.63;
                location.NewSlopeAngleDitch = 10.0 * i + 0.64;
                location.NewDepthDitch = 10.0 * i + 0.65;
                location.StabilityDesignMethod = StabilityDesignMethod.SlopeAdaptionBeforeShoulderAdaption;
                // ModelFactors
                location.ModelFactors = new ModelFactors()
                {
                    RequiredSafetyFactorPiping = 10.0 * i + 0.65,
                    RequiredSafetyFactorStabilityInnerSlope = 10.0 * i + 0.66,
                    RequiredSafetyFactorStabilityOuterSlope = 10.0 * i + 0.67,
                    UpliftCriterionStability = 10.0 * i + 0.68,
                    UpliftCriterionPiping = 10.0 * i + 0.69
                };

                dike.Locations.Add(location);
            }
        }

        private static Scenario FillDesignScenario(int locationIndex, int designScenarioIndex)
        {
            int factor = locationIndex * designScenarioIndex;
            var designScenario = new Scenario();
            designScenario.LocationScenarioID = (designScenarioIndex + 1).ToString();
            designScenario.RiverLevel = 1.0 * factor + 0.51;
            designScenario.RiverLevelLow = 1.0 * factor + 0.52;
            designScenario.DikeTableHeight = 1.0 * factor + 0.53;
            designScenario.PlLineOffsetBelowDikeTopAtRiver = 1.0 * factor + 0.54;
            designScenario.PlLineOffsetBelowDikeTopAtPolder = 1.0 * factor + 0.55;
            designScenario.PlLineOffsetBelowShoulderBaseInside = 1.0 * factor + 0.56;
            designScenario.PlLineOffsetBelowDikeToeAtPolder = 1.0 * factor + 0.57;
            designScenario.PlLineOffsetBelowDikeCrestMiddle = 1.0 * factor + 0.58;
            designScenario.UsePlLineOffsetBelowDikeCrestMiddle = true;
            designScenario.PlLineOffsetFactorBelowShoulderCrest = 1.0 * factor + 0.59;
            designScenario.UsePlLineOffsetFactorBelowShoulderCrest = true;
            designScenario.HeadPl3 = 1.0 * factor + 0.60;
            designScenario.HeadPl4 = 1.0 * factor + 0.61;
            designScenario.UpliftCriterionStability = 1.0 * factor + 0.62;
            designScenario.UpliftCriterionPiping = 1.0 * factor + 0.63;
            designScenario.RequiredSafetyFactorStabilityInnerSlope = 1.0 * factor + 0.64;
            designScenario.RequiredSafetyFactorStabilityOuterSlope = 1.0 * factor + 0.65;
            designScenario.RequiredSafetyFactorPiping = 1.0 * factor + 0.66;
            return designScenario;
        }
        private List<SurfaceLine2> CreateSurfaceLines()
        {
            var surfaceLines = new List<SurfaceLine2>();
            const int surfaceLineCount = 3;
            for (int i = 0; i < surfaceLineCount; i++)
            {
                var surfaceLine = new SurfaceLine2();
                surfaceLine.Name = String.Format("SurfaceLine {0}", i);
                surfaceLine.CharacteristicPoints.Geometry = surfaceLine.Geometry;
                AddPointsToSurfaceLines(surfaceLine);
                surfaceLines.Add(surfaceLine);
            }
            return surfaceLines;
        }

        private void AddPointsToSurfaceLines(SurfaceLine2 surfaceLine)
        {
            AddPointToSurfaceLine(surfaceLine, 0.0, 0.0, CharacteristicPointType.SurfaceLevelOutside);
            AddPointToSurfaceLine(surfaceLine, 2.0, 0.5, CharacteristicPointType.None);
            AddPointToSurfaceLine(surfaceLine, 4.0, 0.0, CharacteristicPointType.DikeToeAtRiver);
            AddPointToSurfaceLine(surfaceLine, 9.0, 5.0, CharacteristicPointType.DikeTopAtRiver);
            AddPointToSurfaceLine(surfaceLine, 10.0, 5.2, CharacteristicPointType.None);
            AddPointToSurfaceLine(surfaceLine, 13.0, 5.4, CharacteristicPointType.DikeTopAtPolder);
            AddPointToSurfaceLine(surfaceLine, 18.0, 1.0, CharacteristicPointType.DikeToeAtPolder);
            AddPointToSurfaceLine(surfaceLine, 24.0, 1.0, CharacteristicPointType.SurfaceLevelInside);
        }
        private void AddPointToSurfaceLine(SurfaceLine2 surfaceLine, double xCoordinate, double zCoordinate, CharacteristicPointType characteristicPointType)
        {
            var geometryPoint = new GeometryPoint()
            {
                X = xCoordinate,
                Y = 0.0,
                Z = zCoordinate,
            };
            surfaceLine.AddCharacteristicPoint(geometryPoint, characteristicPointType);
        }

        private static void FillSoilProfiles1D(Dike dike)
        {
            dike.SoilProfiles = new List<Geotechnics.Soils.SoilProfile1D>();
            const int profilesCount = 2;
            for (int i = 0; i < profilesCount; i++)
            {
                var profile = new SoilProfile1D();
                profile.Name = "Profile1D " + (i + 1).ToString();
                profile.BottomLevel = -21.12 * (i + 1);
                const int layerCount = 3;
                for (int j = 0; j < layerCount; j++)
                {
                    var layer = new SoilLayer1D
                    {
                        Id = "Layer" + (j + 1).ToString(),
                        Soil = dike.SoilList.Soils[j],
                        TopLevel = 1 * -j
                    };
                    if (j < 2)
                    {
                        layer.WaterpressureInterpolationModel = WaterpressureInterpolationModel.Automatic;
                        layer.IsAquifer = false;
                    }
                    else
                    {
                        layer.WaterpressureInterpolationModel = WaterpressureInterpolationModel.Hydrostatic;
                        layer.IsAquifer = true;
                    }
                    profile.Layers.Add(layer);
                }
                dike.SoilProfiles.Add(profile);
            }
        }
        private static void FillSegments(DamProjectData damProjectData)
        {
            var segmentCount = 2;
            Dike dike = damProjectData.WaterBoard.Dikes[0];
            for (int i = 0; i < segmentCount; i++)
            {
                var segment = new Segment();
                segment.Name = "Segment " + i.ToString();
                var soilProfileProbability = new SoilGeometryProbability();
                if (i == 0)
                {
                    soilProfileProbability.SegmentFailureMechanismType = FailureMechanismSystemType.StabilityInside;
                    soilProfileProbability.SoilGeometry2DName = "Profile2D " + (i + 1).ToString();
                    //TODO: soilProfileProbability.SoilProfile2D = FillDamUiFromXmlInput.FindSoilProfile2DByName(damProjectData.WaterBoard.Dikes[0].,
                    //    soilProfileProbability.SoilGeometry2DName);
                }
                else
                {
                    soilProfileProbability.SegmentFailureMechanismType = FailureMechanismSystemType.Piping;
                    string soilProfile1DName = "Profile1D " + (i + 1).ToString();
                    soilProfileProbability.SoilProfile = FillDamUiFromXmlInput.FindSoilProfile1DByName(dike.SoilProfiles,
                        soilProfile1DName);
                }
                soilProfileProbability.Probability = 0.003 * (i + 1);
                segment.SoilProfileProbabilities.Add(soilProfileProbability);
                damProjectData.WaterBoard.Segments.Add(segment);
            }
        }
        private void CompareDamProjectData(DamProjectData actual, DamProjectData expected)
        {
            var compare = new CompareLogic { Config = { MaxDifferences = 10 } };
            compare.Config.MembersToIgnore = new List<string>
                                           {
                                               "SheetPilePoint",
                                               "SheetPilePointX",
                                               "SheetPilePointY",
                                               "SheetPilePointZ",
                                               "LocalXZSheetPilePoint",
                                               "SoilbaseDB",
                                               "SoildatabaseName",
                                               "WaterBoardJob",
                                               "LocationJobs",
                                               "SelectedLocationJobs",
                                               "PickSensors",
                                               "MapForSoilGeometries2D"
                                           };
            var result = compare.Compare(expected, actual);
            Assert.AreEqual(0, result.Differences.Count, "Differences found read/write Input object");

        }
    }

}