using System.Net.Sockets;
using Deltares.DamEngine.Data.General;
using Deltares.DamEngine.Io;
using Deltares.DamEngine.Io.XmlInput;
using Deltares.DamEngine.Interface;
using KellermanSoftware.CompareNetObjects;
using NUnit.Framework;

namespace Deltares.DamEngine.Interface.Tests
{
    [TestFixture]
    public class FillDamFromXmlInputTests
    {
        [Test]
        public void CanWriteAndReadDamProjectDataToXml()
        {
            const string inputFilename = "InputFile.xml";
            DamProjectData expectedDamProjectData = CreateExampleDamProjectData();
            Input input = FillXmlInputFromDam.CreateInput(expectedDamProjectData);
            DamXmlSerialization.SaveInputAsXml(inputFilename, input);
            input = DamXmlSerialization.LoadInputFromXml(inputFilename);
            DamProjectData actualDamProjectData = FillDamFromXmlInput.CreateDamProjectData(input);
            CompareDamProjectData(actualDamProjectData, expectedDamProjectData);
        }

        private DamProjectData CreateExampleDamProjectData()
        {
            const int locationCount = 3;
            var damProjectData = new DamProjectData();
            damProjectData.DamProjectType = DamProjectType.Design;
            damProjectData.Dike = new Dike();
            for (int i = 0; i < locationCount; i++)
            {
                var location = new Data.General.Location();
                location.ModelParametersForPLLines.PLLineCreationMethod = (PLLineCreationMethod) i;
                location.IntrusionVerticalWaterPressure = (IntrusionVerticalWaterPressureType) i;
                location.PolderLevel = 1.0 * i + 0.11;
                location.ModelParametersForPLLines.DampingFactorPL4 = 1.0 * i + 0.12;
                location.ModelParametersForPLLines.DampingFactorPL3 = 1.0 * i + 0.13;
                location.ModelParametersForPLLines.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.HeadPl2 = 1.0 * i + 0.24;
                location.HeadPl3 = 1.0 * i + 0.25;
                location.HeadPl4 = 1.0 * i + 0.21;
                damProjectData.Dike.Locations.Add(location);
            }
            return damProjectData;
        }

        private void CompareDamProjectData(DamProjectData actual, DamProjectData expected)
        {
            var compare = new CompareLogic { Config = { MaxDifferences = 100 } };
            var result = compare.Compare(expected, actual);
            Assert.AreEqual(0, result.Differences.Count, "Differences found read/write Input object");

        }
    }

}