// Copyright (C) Stichting Deltares 2026. 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.Collections.Generic;
using System.Drawing;
using Deltares.Geotechnics.Soils;
using NUnit.Framework;

namespace Deltares.Dam.Data.Tests
{
    // this was moved here from DSL-GeoIo, to make DSL-GeoIo superfluous 
    [TestFixture]
    public class SoilUtilsTests
    {
        [Test]
        public void CheckNameValuePairGetSet()
        {
            var expectedSoil = new Soil
            {
                Name = "Sand",
                DiameterD70 = 1.1,
                Color = Color.Aqua,
                Cohesion = 1.3,
                AbovePhreaticLevel = 1.4,
                BelowPhreaticLevel = 1.5,
                FrictionAngle = 1.6,
                PermeabKx = 1.7,
                POP = 1.8,
                RatioCuPc = 1.9,
                SoilType = SoilType.Sand,
                ShearStrengthModel = ShearStrengthModel.CuMeasured,
                StrengthIncreaseExponent = 2.0,
                UseDefaultShearStrengthModel = false
            };
            Dictionary<string, string> nameValuePairs = SoilUtils.GetParametersAsNameValuePairs(expectedSoil);
            var actualSoil = new Soil();
            actualSoil.UseDefaultShearStrengthModel = false;
            foreach (KeyValuePair<string, string> soilDetail in nameValuePairs)
            {
                SoilUtils.SetParameterFromNameValuePair(actualSoil, soilDetail.Key, soilDetail.Value);
            }

            Assert.Multiple(() =>
            {
                Assert.That(actualSoil.DiameterD70, Is.EqualTo(expectedSoil.DiameterD70));
                Assert.That(actualSoil.Color.ToArgb(), Is.EqualTo(expectedSoil.Color.ToArgb()));
                Assert.That(actualSoil.Cohesion, Is.EqualTo(expectedSoil.Cohesion));
                Assert.That(actualSoil.AbovePhreaticLevel, Is.EqualTo(expectedSoil.AbovePhreaticLevel));
                Assert.That(actualSoil.BelowPhreaticLevel, Is.EqualTo(expectedSoil.BelowPhreaticLevel));
                Assert.That(actualSoil.FrictionAngle, Is.EqualTo(expectedSoil.FrictionAngle));
                Assert.That(actualSoil.PermeabKx, Is.EqualTo(expectedSoil.PermeabKx));
                Assert.That(actualSoil.POP, Is.EqualTo(expectedSoil.POP));
                Assert.That(actualSoil.RatioCuPc, Is.EqualTo(expectedSoil.RatioCuPc));
                Assert.That(actualSoil.SoilType, Is.EqualTo(expectedSoil.SoilType));
                Assert.That(actualSoil.ShearStrengthModel, Is.EqualTo(expectedSoil.ShearStrengthModel));
                Assert.That(actualSoil.StrengthIncreaseExponent, Is.EqualTo(expectedSoil.StrengthIncreaseExponent));
            });

            expectedSoil.DiameterD70 = 20;
            nameValuePairs = SoilUtils.GetParametersAsNameValuePairs(expectedSoil);
            actualSoil = new Soil();
            foreach (KeyValuePair<string, string> soilDetail in nameValuePairs)
            {
                SoilUtils.SetParameterFromNameValuePair(actualSoil, soilDetail.Key, soilDetail.Value);
            }

            Assert.That(actualSoil.DiameterD70, Is.EqualTo(expectedSoil.DiameterD70));
        }
    }
}