// Copyright (C) Stichting Deltares 2025. 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.IO;
using Deltares.DamEngine.Calculators.KernelWrappers.Common;
using Deltares.DamEngine.Calculators.Tests.KernelWrappers.TestHelpers;
using Deltares.DamEngine.Data.General;
using Deltares.DamEngine.Data.Geotechnics;
using Deltares.DamEngine.TestHelpers.Factories;
using NUnit.Framework;

namespace Deltares.DamEngine.Calculators.Tests.KernelWrappers.Common;

[TestFixture]
public class UpliftHelperTests
{
    [Test]
    public void TestDetermineUpliftSituationWithSoilProfile2D()
    {
        SoilProfile2D soilProfile2D = DamEngineDataTestFactory.CreateSoilProfile2D(null);

        DamKernelInput damKernelInput = CreateDamKernelInput();
        damKernelInput.SubSoilScenario.SoilProfileType = SoilProfileType.ProfileType2D;
        damKernelInput.SubSoilScenario.SoilProfile2D = soilProfile2D;

        damKernelInput.Location.CurrentScenario.UpliftCriterionStability = 1.2;
        UpliftHelper.DeterminePlLinesForStability(damKernelInput, false, out UpliftSituation upliftSituation, out _);
        Assert.That(upliftSituation.IsUplift, Is.True);

        damKernelInput.Location.CurrentScenario.UpliftCriterionStability = 0.8;
        UpliftHelper.DeterminePlLinesForStability(damKernelInput, false, out upliftSituation, out _);
        Assert.That(upliftSituation.IsUplift, Is.False);
    }

    private static DamKernelInput CreateDamKernelInput()
    {
        const string testFolder = @"KernelWrappers\Common\TestFiles";

        string projectPath = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), testFolder));

        Location location = DamEngineDataTestFactory.CreateLocation(FactoryForSurfaceLines.CreateSurfaceLineTutorial1());
        location.StabilityOptions = new StabilityOptions();
        location.StabilityOptions.TrafficLoad = 10.0;
        location.CurrentScenario.RequiredSafetyFactorStabilityInnerSlope = 1.1;

        var subSoilScenario = new SoilGeometryProbability();
        subSoilScenario.SegmentFailureMechanismType = SegmentFailureMechanismType.Stability;

        var damKernelInput = new DamKernelInput();
        damKernelInput.Location = location;
        damKernelInput.SubSoilScenario = subSoilScenario;
        damKernelInput.ProjectDir = projectPath;
        damKernelInput.RiverLevelLow = null;
        damKernelInput.DamFailureMechanismeCalculationSpecification = new DamFailureMechanismeCalculationSpecification();

        return damKernelInput;
    }
}