// Copyright (C) Stichting Deltares 2018. All rights reserved.
//
// This file is part of the Dam Engine.
//
// The Dam Engine is free software: you can redistribute it and/or modify
// it under the terms of the GNU Affero 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 Affero General Public License for more details.
//
// You should have received a copy of the GNU Affero 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.DamEngine.Calculators.KernelWrappers.Common;
using Deltares.DamEngine.Calculators.KernelWrappers.Interfaces;
using Deltares.DamEngine.Data.General.Results;
using Deltares.DamEngine.Data.Standard.Logging;
using Deltares.DamEngine.Data.General;
using Deltares.DamEngine.Calculators.Uplift;
using Deltares.DamEngine.Data.Geotechnics;
using Deltares.DamPiping.SellmeijerVNKCalculator;
using System.Data;
using Deltares.DamEngine.Calculators.DikesDesign;
using Deltares.DamEngine.Calculators.Properties;
using Deltares.DamEngine.Data.Design;
using Deltares.DamEngine.Data.Geometry;
using Deltares.DamEngine.Data.Standard.Calculation;

namespace Deltares.DamEngine.Calculators.KernelWrappers.DamPipingSellmeijerVnk
{
    class DamPipingSellmeijerVnkKernelWrapper : IKernelWrapper
    {
        private const double defaultMaxReturnValue = 90.0;
        private const double defaultFluidisationGradient = 0.3;

        /// <summary>
        /// Prepares the failure mechanism input based on general dam kernel input.
        /// </summary>
        /// <param name="damKernelInput">The dam kernel input.</param>
        /// <param name="iterationIndex">The number of the current iteration</param>
        /// <param name="kernelDataInput">The kernel data input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <returns>
        /// Result of the prepare
        /// </returns>
        public PrepareResult Prepare(DamKernelInput damKernelInput, int iterationIndex, out IKernelDataInput kernelDataInput, out IKernelDataOutput kernelDataOutput)
        {
            var damOutput = new DamPipingSellmeijerVnkOutput()
            {
                FoSp = defaultMaxReturnValue
            };
            kernelDataOutput = damOutput;
            if (damKernelInput.SubSoilScenario.SegmentFailureMechanismType == FailureMechanismSystemType.Piping)
            {
                var soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
                var surfaceLine = damKernelInput.Location.SurfaceLine;
                var location = damKernelInput.Location;
                double riverLevel = damKernelInput.RiverLevelHigh;
                UpliftSituation upliftSituation;
                var plLines = PlLinesHelper.CreatePlLinesForPiping(location, soilProfile1D, riverLevel,
                    damKernelInput.DamFailureMechanismeCalculationSpecification.AssessmentScenarioJobSettings.HydraulicShortcutType,
                    out upliftSituation);
                var upliftLocationDeterminator = new UpliftLocationDeterminator
                {
                    PlLines = plLines,
                    SoilProfile = soilProfile1D,
                    SurfaceLine = surfaceLine,
                    DikeEmbankmentMaterial = location.GetDikeEmbankmentSoil(),
                    XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin
                };
                var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(location.ModelFactors.UpliftCriterionPiping.Value);
                upliftSituation.IsUplift = (upliftLocationAndResult != null);
                var xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
                var xExit = 0.0;
                var surfaceLevel = 0.0;
                var dCoverLayer = 0.0;
                var permeabilityKx = 0.0;
                double? upliftFactor = null;
                if (upliftLocationAndResult != null)
                {
                    xExit = upliftLocationAndResult.X;
                    surfaceLevel = surfaceLine.Geometry.GetZatX(upliftLocationAndResult.X);
                    var topLevelAquifer = soilProfile1D.GetLayerWithName(upliftLocationAndResult.LayerWhereUpliftOccuresId).TopLevel;
                    dCoverLayer = DamPipingHelper.DetermineHeightCoverLayer(topLevelAquifer, surfaceLevel);

                    var aquiferLayer = SoilProfile1DAquiferLayerCombiner.CombineLayers(soilProfile1D, upliftLocationAndResult.LayerWhereUpliftOccuresId);

                    permeabilityKx = aquiferLayer.PermeabilityKx;
                    upliftFactor = upliftLocationAndResult.UpliftFactor;
                }
                var seepageLength = xExit - xEntry;

                // Reference level is highest value of surfaceLevel or PolderLevel
                // Uit TR Zandmeevoerende wellen (1999): "Het verval dH is gelijk aan het verschil tussen buitenwaterstand (het ontwerppeil(OP)) 
                // bij zeedijken en de maatgevende hoogwaterstand (MHW bij rivierdijken) en de waterstand binnendijks ter plaatse van het uittredepunt, 
                // rekening houdend met zeespiegelrijzing etc.(zie paragraaf 3.7.2). In dien ter plaatse van het uittreepunt of de opbarstlocatie 
                // geen vrije waterstand heerst kan gerekend worden met het maaiveldniveau, rekening houdend met eventuele maaiveld daling (zie paragraaf 3.7.2)."
                var referenceLevel = Math.Max(location.PolderLevel, surfaceLevel);

                Soil inBetweenAquiferlayerSoil = soilProfile1D.BottomAquiferLayer.Soil;
                double inBetweenAquiferlayerHeight;
                var bottomAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.BottomAquiferLayer);
                if (soilProfile1D.InBetweenAquiferLayer != null)
                {
                    inBetweenAquiferlayerSoil = soilProfile1D.InBetweenAquiferLayer.Soil;
                    inBetweenAquiferlayerHeight = soilProfile1D.GetLayerHeight(soilProfile1D.InBetweenAquiferLayer);
                }
                else
                {
                    bottomAquiferlayerHeight = bottomAquiferlayerHeight / 2;
                    inBetweenAquiferlayerHeight = bottomAquiferlayerHeight;
                }

                kernelDataInput = new DamPipingSellmeijerVnkInput()
                {
                    HRiver = riverLevel,
                    HExit = referenceLevel,
                    PolderLevel = location.PolderLevel,
                    Rc = defaultFluidisationGradient,
                    DTotal = dCoverLayer,
                    SeepageLength  = seepageLength,
                    D70 = inBetweenAquiferlayerSoil.DiameterD70 * Physics.FactorMeterToMicroMeter,
                    WhitesConstant = inBetweenAquiferlayerSoil.WhitesConstant,
                    BeddingAngle = inBetweenAquiferlayerSoil.BeddingAngle,
                    PermeabilityKx = permeabilityKx,
                    WaterViscosity = Physics.WaterViscosity,
                    SurfaceLevel = surfaceLevel,
                    DInBetweenAquiferlayer = inBetweenAquiferlayerHeight,
                    DBottomAquiferlayer = bottomAquiferlayerHeight,
                    PermeabilityInBetweenAquiferlayer = inBetweenAquiferlayerSoil.PermeabKx,
                    PermeabilityBottomAquiferlayer = soilProfile1D.BottomAquiferLayer.Soil.PermeabKx,
                };
                damOutput.ExitPointX = xExit;
                damOutput.UpliftFactor = upliftFactor;
                damOutput.UpliftSituation = upliftSituation;
                return PrepareResult.Successful;
            }
            kernelDataInput = null;
            return PrepareResult.NotRelevant;
        }

        /// <summary>
        /// Validates the kernel data input.
        /// </summary>
        /// <param name="kernelDataInput">The kernel data input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <param name="messages">The messages.</param>
        /// <returns>
        /// Number of errors that prevent a calculation
        /// </returns>
        public int Validate(IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, out List<LogMessage> messages)
        {
            DamPipingSellmeijerVnkOutput damPipingOutput = (DamPipingSellmeijerVnkOutput)kernelDataOutput;
            var calculator = CreatePipingCalculatorSellmeijerVnk(kernelDataInput);

            List<string> kernelMessages = calculator.Validate();
            messages = new List<LogMessage>();
            foreach (string stringMessage in kernelMessages)
            {
                messages.Add(new LogMessage() { Message = stringMessage, MessageType = LogMessageType.Error });
            }
            if (messages.Count > 0)
            {
                damPipingOutput.CalculationResult = CalculationResult.InvalidInputData;
            }
            return messages.Count;
        }

        /// <summary>
        /// Performs a failure mechanism calculation based on the input.
        /// </summary>
        /// <param name="kernelDataInput">The kernel data input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <param name="messages">The messages.</param>
        /// <exception cref="NoNullAllowedException">
        /// </exception>
        public void Execute(IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, out List<LogMessage> messages)
        {
            DamPipingSellmeijerVnkInput damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
            if (damPipingInput == null)
            {
                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_Execute_NoInputObjectDefinedForSellmeijerVNK);
            }
            DamPipingSellmeijerVnkOutput damPipingOutput = (DamPipingSellmeijerVnkOutput)kernelDataOutput;
            if (damPipingOutput == null)
            {
                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK);
            }
            damPipingOutput.FoSp = defaultMaxReturnValue;
            messages = new List<LogMessage>();
            if (damPipingOutput.UpliftSituation.IsUplift)
            {
                var calculator = CreatePipingCalculatorSellmeijerVnk(kernelDataInput);
                calculator.Calculate();
                damPipingOutput.FoSp = calculator.FoSp;
                damPipingOutput.Hc = calculator.Hc;
                damPipingOutput.CalculationResult = CalculationResult.Succeeded;
            }
        }

        /// <summary>
        /// Fills the dam result based on the kernel output.
        /// </summary>
        /// <param name="damKernelInput">The dam kernel input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <param name="resultMessage">The result message.</param>
        /// <param name="designResults">The design results</param>
        /// <exception cref="NoNullAllowedException">
        /// </exception>
        public void PostProcess(DamKernelInput damKernelInput, IKernelDataOutput kernelDataOutput, DesignScenario designScenario, 
            string resultMessage, out List<DesignResult> designResults)
        {
            DamPipingSellmeijerVnkOutput damPipingOutput = kernelDataOutput as DamPipingSellmeijerVnkOutput;
            if (damPipingOutput == null)
            {
                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoOutputObjectDefinedForSellmeijerVNK);
            }
            if (damKernelInput == null)
            {
                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
            }

            designResults = new List<DesignResult>();
            var designResult = new DesignResult(damKernelInput.DamFailureMechanismeCalculationSpecification,
                designScenario, damKernelInput.SubSoilScenario.SoilProfile1D, null)
            {
                CalculationResult = damPipingOutput.CalculationResult
            };

            var pipingDesignResults = new PipingDesignResults(PipingModelType.SellmeijerVnk);
            designResult.PipingDesignResults = pipingDesignResults;
            pipingDesignResults.ResultMessage = resultMessage;
            // TODO: for now this only works for NoAdaption of geometry; if adaption is enabled, the real redesigned surfaceline has to be assigned
            pipingDesignResults.RedesignedSurfaceLine = damKernelInput.Location.SurfaceLine;
            pipingDesignResults.SellmeijerVnkFactor = damPipingOutput.FoSp;
            pipingDesignResults.SellmeijerVnkHcritical = damPipingOutput.Hc;
            pipingDesignResults.LocalExitPointX = damPipingOutput.ExitPointX;
            pipingDesignResults.UpliftFactor = damPipingOutput.UpliftFactor;
            pipingDesignResults.UpliftSituation = damPipingOutput.UpliftSituation;
            designResults.Add(designResult);
        }

        /// <summary>
        /// Calculates the design at point.
        /// </summary>
        /// <param name="damKernelInput">The dam kernel input.</param>
        /// <param name="kernelDataInput">The kernel data input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <param name="point">The point.</param>
        /// <param name="messages">The messages.</param>
        /// <returns></returns>
        /// <exception cref="System.NotImplementedException"></exception>
        public ShoulderDesign CalculateDesignAtPoint(DamKernelInput damKernelInput, IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, GeometryPoint point, out List<LogMessage> messages)
        {
            throw new NotImplementedException();
        }

        /// <summary>
        /// Evaluates the design (current factor greater than desired factor)
        /// </summary>
        /// <param name="damKernelInput">The dam kernel input.</param>
        /// <param name="kernelDataInput">The kernel data input.</param>
        /// <param name="kernelDataOutput">The kernel data output.</param>
        /// <param name="designAdvise">The design advise.</param>
        /// <param name="evaluationMessage">The evaluation message.</param>
        /// <returns>
        /// if the design was succesful
        /// </returns>
        /// <exception cref="System.NotImplementedException"></exception>
        public bool EvaluateDesign(DamKernelInput damKernelInput, IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput,
            out DesignAdvise designAdvise, out string evaluationMessage)
        {
            throw new NotImplementedException();
        }

        public void PrepareDesign(IKernelDataInput kernelDataInput, IKernelDataOutput kernelDataOutput, DamKernelInput damKernelInput,
            int iterationIndex, out EmbankmentDesignParameters embankmentDesignParameters)
        {
            throw new NotImplementedException();
        }

        /// <summary>
        /// Gets the design strategy
        /// </summary>
        /// <returns></returns>
        /// <exception cref="System.NotImplementedException"></exception>
        public DesignStrategy GetDesignStrategy()
        {
            return DesignStrategy.ShoulderPerPoint;
        }

        private static PipingCalculatorSellmeijerVNK CreatePipingCalculatorSellmeijerVnk(IKernelDataInput kernelDataInput)
        {
            DamPipingSellmeijerVnkInput damPipingInput = kernelDataInput as DamPipingSellmeijerVnkInput;
            if (damPipingInput == null)
            {
                throw new NoNullAllowedException(Resources.DamPipingSellmeijerVnkKernelWrapper_NoInputObjectDefinedForSellmeijerVNK);
            }
            var calculator = new PipingCalculatorSellmeijerVNK()
            {
                HRiver = damPipingInput.HRiver,
                HExit = damPipingInput.HExit,
                PolderLevel = damPipingInput.PolderLevel,
                SurfaceLevel = damPipingInput.SurfaceLevel,
                Rc = damPipingInput.Rc,
                DTotal = damPipingInput.DTotal,
                DInBetweenAquiferlayer = damPipingInput.DInBetweenAquiferlayer,
                DBottomAquiferlayer = damPipingInput.DBottomAquiferlayer,
                PermeabilityInBetweenAquiferlayer = damPipingInput.PermeabilityInBetweenAquiferlayer,
                PermeabilityBottomAquiferlayer = damPipingInput.PermeabilityBottomAquiferlayer,
                SeepageLength = damPipingInput.SeepageLength,
                D70 = damPipingInput.D70,
                WhitesConstant = damPipingInput.WhitesConstant,
                BeddingAngle = damPipingInput.BeddingAngle,
                WaterViscosity = damPipingInput.WaterViscosity,
            };
            return calculator;
        }

    }
}