// Copyright (C) Stichting Deltares 2016. All rights reserved.
//
// This file is part of Ringtoets.
//
// Ringtoets 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.Linq;
using Core.Common.Base.Geometry;
using Core.Common.TestUtil;
using NUnit.Framework;
using Rhino.Mocks;
using Ringtoets.ClosingStructures.Data;
using Ringtoets.ClosingStructures.Data.TestUtil;
using Ringtoets.Common.Data.AssessmentSection;
using Ringtoets.Common.Data.Contribution;
using Ringtoets.Common.Data.DikeProfiles;
using Ringtoets.Common.Data.FailureMechanism;
using Ringtoets.HydraRing.Calculation.Calculator.Factory;
using Ringtoets.HydraRing.Calculation.Data;
using Ringtoets.HydraRing.Calculation.Data.Input.Structures;
using Ringtoets.HydraRing.Calculation.TestUtil;
using Ringtoets.HydraRing.Calculation.TestUtil.Calculator;
using Ringtoets.HydraRing.Data;

namespace Ringtoets.ClosingStructures.Service.Test
{
    [TestFixture]
    public class ClosingStructuresCalculationServiceTest
    {
        private static readonly string testDataPath = TestHelper.GetTestDataPath(TestDataPath.Ringtoets.Integration.Service, "HydraRingCalculation");

        [Test]
        public void Calculate_InvalidInFlowModelType_ThrowsNotSupportedException()
        {
            // Setup
            var closingStructuresFailureMechanism = new ClosingStructuresFailureMechanism();

            var mockRepository = new MockRepository();
            var assessmentSectionStub = mockRepository.Stub<IAssessmentSection>();
            mockRepository.ReplayAll();

            closingStructuresFailureMechanism.AddSection(new FailureMechanismSection("test section", new[]
            {
                new Point2D(0, 0),
                new Point2D(1, 1)
            }));
            FailureMechanismSection failureMechanismSection = closingStructuresFailureMechanism.Sections.First();

            ClosingStructuresCalculation calculation = new TestClosingStructuresCalculation()
            {
                InputParameters =
                {
                    InflowModelType = (ClosingStructureInflowModelType) 100
                }
            };

            var service = new ClosingStructuresCalculationService();

            // Call
            using (new HydraRingCalculatorFactoryConfig())
            {
                var calculator = ((TestHydraRingCalculatorFactory) HydraRingCalculatorFactory.Instance).StructuresClosureCalculator;
                TestDelegate call = () => service.Calculate(calculation, assessmentSectionStub, failureMechanismSection,
                                                            closingStructuresFailureMechanism.GeneralInput, closingStructuresFailureMechanism.Contribution,
                                                            testDataPath);

                StructuresClosureCalculationInput[] calculationInputs = calculator.ReceivedInputs.ToArray();
                Assert.AreEqual(0, calculationInputs.Length);
                var exception = Assert.Throws<NotSupportedException>(call);
                Assert.AreEqual("ClosingStructureInflowModelType", exception.Message);
            }
            mockRepository.VerifyAll();
        }

        [Test]
        [TestCase(true, false)]
        [TestCase(true, true)]
        [TestCase(false, false)]
        public void Calculate_VariousVerticalWallCalculations_InputPropertiesCorrectlySentToCalculator(bool useForeshore, bool useBreakWater)
        {
            // Setup
            var closingStructuresFailureMechanism = new ClosingStructuresFailureMechanism();

            var mockRepository = new MockRepository();
            var assessmentSectionStub = CreateAssessmentSectionStub(closingStructuresFailureMechanism, mockRepository);
            mockRepository.ReplayAll();

            closingStructuresFailureMechanism.AddSection(new FailureMechanismSection("test section", new[]
            {
                new Point2D(0, 0),
                new Point2D(1, 1)
            }));

            ClosingStructuresCalculation calculation = new TestClosingStructuresCalculation()
            {
                InputParameters =
                {
                    HydraulicBoundaryLocation = assessmentSectionStub.HydraulicBoundaryDatabase.Locations.First(hl => hl.Id == 1300001)
                }
            };

            if (useForeshore)
            {
                calculation.InputParameters.ForeshoreProfile = new ForeshoreProfile(new Point2D(0, 0),
                                                                                    new[]
                                                                                    {
                                                                                        new Point2D(1, 1),
                                                                                        new Point2D(2, 2)
                                                                                    },
                                                                                    useBreakWater ? new BreakWater(BreakWaterType.Wall, 3.0) : null,
                                                                                    new ForeshoreProfile.ConstructionProperties());
            }

            FailureMechanismSection failureMechanismSection = closingStructuresFailureMechanism.Sections.First();

            using (new HydraRingCalculatorFactoryConfig())
            {
                var calculator = ((TestHydraRingCalculatorFactory) HydraRingCalculatorFactory.Instance).StructuresClosureCalculator;

                // Call
                new ClosingStructuresCalculationService().Calculate(calculation,
                                                                    assessmentSectionStub,
                                                                    failureMechanismSection,
                                                                    closingStructuresFailureMechanism.GeneralInput,
                                                                    closingStructuresFailureMechanism.Contribution,
                                                                    testDataPath);

                // Assert
                StructuresClosureCalculationInput[] calculationInputs = calculator.ReceivedInputs.ToArray();
                Assert.AreEqual(1, calculationInputs.Length);
                Assert.AreEqual(testDataPath, calculator.HydraulicBoundaryDatabaseDirectory);
                Assert.AreEqual(assessmentSectionStub.Id, calculator.RingId);

                GeneralClosingStructuresInput generalInput = closingStructuresFailureMechanism.GeneralInput;
                ClosingStructuresInput input = calculation.InputParameters;
                var expectedInput = new StructuresClosureVerticalWallCalculationInput(
                    1300001,
                    new HydraRingSection(1, failureMechanismSection.GetSectionLength(), input.StructureNormalOrientation),
                    useForeshore ? input.ForeshoreGeometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)) : new HydraRingForelandPoint[0],
                    useBreakWater ? new HydraRingBreakWater((int) input.BreakWater.Type, input.BreakWater.Height) : null,
                    generalInput.GravitationalAcceleration,
                    input.FactorStormDurationOpenStructure,
                    input.FailureProbabilityOpenStructure,
                    input.FailureProbabilityReparation,
                    input.IdenticalApertures,
                    input.AllowedLevelIncreaseStorage.Mean, input.AllowedLevelIncreaseStorage.StandardDeviation,
                    generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
                    input.StorageStructureArea.Mean, input.StorageStructureArea.CoefficientOfVariation,
                    generalInput.ModelFactorInflowVolume,
                    input.FlowWidthAtBottomProtection.Mean, input.FlowWidthAtBottomProtection.StandardDeviation,
                    input.CriticalOvertoppingDischarge.Mean, input.CriticalOvertoppingDischarge.CoefficientOfVariation,
                    input.FailureProbabilityStructureWithErosion,
                    input.StormDuration.Mean, input.StormDuration.CoefficientOfVariation,
                    input.ProbabilityOpenStructureBeforeFlooding,
                    generalInput.ModelFactorOvertoppingFlow.Mean, generalInput.ModelFactorOvertoppingFlow.StandardDeviation,
                    input.StructureNormalOrientation,
                    input.ModelFactorSuperCriticalFlow.Mean, input.ModelFactorSuperCriticalFlow.StandardDeviation,
                    input.LevelCrestStructureNotClosing.Mean, input.LevelCrestStructureNotClosing.StandardDeviation,
                    input.WidthFlowApertures.Mean, input.WidthFlowApertures.CoefficientOfVariation,
                    input.DeviationWaveDirection);

                StructuresClosureVerticalWallCalculationInput actualInput = (StructuresClosureVerticalWallCalculationInput) calculationInputs[0];
                HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput);
                Assert.IsFalse(calculator.IsCanceled);
            }
            mockRepository.VerifyAll();
        }

        [Test]
        [TestCase(true, false)]
        [TestCase(true, true)]
        [TestCase(false, false)]
        public void Calculate_VariousLowSillCalculations_InputPropertiesCorrectlySentToCalculator(bool useForeshore, bool useBreakWater)
        {
            // Setup
            var closingStructuresFailureMechanism = new ClosingStructuresFailureMechanism();

            var mockRepository = new MockRepository();
            var assessmentSectionStub = CreateAssessmentSectionStub(closingStructuresFailureMechanism, mockRepository);
            mockRepository.ReplayAll();

            closingStructuresFailureMechanism.AddSection(new FailureMechanismSection("test section", new[]
            {
                new Point2D(0, 0),
                new Point2D(1, 1)
            }));

            ClosingStructuresCalculation calculation = new TestClosingStructuresCalculation()
            {
                InputParameters =
                {
                    HydraulicBoundaryLocation = assessmentSectionStub.HydraulicBoundaryDatabase.Locations.First(hl => hl.Id == 1300001),
                    InflowModelType = ClosingStructureInflowModelType.LowSill
                }
            };

            if (useForeshore)
            {
                calculation.InputParameters.ForeshoreProfile = new ForeshoreProfile(new Point2D(0, 0),
                                                                                    new[]
                                                                                    {
                                                                                        new Point2D(1, 1),
                                                                                        new Point2D(2, 2)
                                                                                    },
                                                                                    useBreakWater ? new BreakWater(BreakWaterType.Wall, 3.0) : null,
                                                                                    new ForeshoreProfile.ConstructionProperties());
            }

            FailureMechanismSection failureMechanismSection = closingStructuresFailureMechanism.Sections.First();

            using (new HydraRingCalculatorFactoryConfig())
            {
                var calculator = ((TestHydraRingCalculatorFactory) HydraRingCalculatorFactory.Instance).StructuresClosureCalculator;

                // Call
                new ClosingStructuresCalculationService().Calculate(calculation,
                                                                    assessmentSectionStub,
                                                                    failureMechanismSection,
                                                                    closingStructuresFailureMechanism.GeneralInput,
                                                                    closingStructuresFailureMechanism.Contribution,
                                                                    testDataPath);

                // Assert
                StructuresClosureCalculationInput[] calculationInputs = calculator.ReceivedInputs.ToArray();
                Assert.AreEqual(1, calculationInputs.Length);
                Assert.AreEqual(testDataPath, calculator.HydraulicBoundaryDatabaseDirectory);
                Assert.AreEqual(assessmentSectionStub.Id, calculator.RingId);

                GeneralClosingStructuresInput generalInput = closingStructuresFailureMechanism.GeneralInput;
                ClosingStructuresInput input = calculation.InputParameters;
                var expectedInput = new StructuresClosureLowSillCalculationInput(
                    1300001,
                    new HydraRingSection(1, failureMechanismSection.GetSectionLength(), input.StructureNormalOrientation),
                    useForeshore ? input.ForeshoreGeometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)) : new HydraRingForelandPoint[0],
                    useBreakWater ? new HydraRingBreakWater((int) input.BreakWater.Type, input.BreakWater.Height) : null,
                    generalInput.GravitationalAcceleration,
                    input.FactorStormDurationOpenStructure,
                    input.FailureProbabilityOpenStructure,
                    input.FailureProbabilityReparation,
                    input.IdenticalApertures,
                    input.AllowedLevelIncreaseStorage.Mean, input.AllowedLevelIncreaseStorage.StandardDeviation,
                    generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
                    input.StorageStructureArea.Mean, input.StorageStructureArea.CoefficientOfVariation,
                    generalInput.ModelFactorInflowVolume,
                    input.FlowWidthAtBottomProtection.Mean, input.FlowWidthAtBottomProtection.StandardDeviation,
                    input.CriticalOvertoppingDischarge.Mean, input.CriticalOvertoppingDischarge.CoefficientOfVariation,
                    input.FailureProbabilityStructureWithErosion,
                    input.StormDuration.Mean, input.StormDuration.CoefficientOfVariation,
                    input.ProbabilityOpenStructureBeforeFlooding,
                    input.ModelFactorSuperCriticalFlow.Mean, input.ModelFactorSuperCriticalFlow.StandardDeviation,
                    generalInput.ModelFactorSubCriticalFlow.Mean, generalInput.ModelFactorSubCriticalFlow.CoefficientOfVariation,
                    input.ThresholdHeightOpenWeir.Mean, input.ThresholdHeightOpenWeir.StandardDeviation,
                    input.InsideWaterLevel.Mean, input.InsideWaterLevel.StandardDeviation,
                    input.WidthFlowApertures.Mean, input.WidthFlowApertures.CoefficientOfVariation);

                StructuresClosureLowSillCalculationInput actualInput = (StructuresClosureLowSillCalculationInput) calculationInputs[0];
                HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput);
                Assert.IsFalse(calculator.IsCanceled);
            }
            mockRepository.VerifyAll();
        }

        [Test]
        [TestCase(true, false)]
        [TestCase(true, true)]
        [TestCase(false, false)]
        public void Calculate_VariousFloodedCulvertCalculations_InputPropertiesCorrectlySentToCalculator(bool useForeshore, bool useBreakWater)
        {
            // Setup
            var closingStructuresFailureMechanism = new ClosingStructuresFailureMechanism();

            var mockRepository = new MockRepository();
            var assessmentSectionStub = CreateAssessmentSectionStub(closingStructuresFailureMechanism, mockRepository);
            mockRepository.ReplayAll();

            closingStructuresFailureMechanism.AddSection(new FailureMechanismSection("test section", new[]
            {
                new Point2D(0, 0),
                new Point2D(1, 1)
            }));

            ClosingStructuresCalculation calculation = new TestClosingStructuresCalculation()
            {
                InputParameters =
                {
                    HydraulicBoundaryLocation = assessmentSectionStub.HydraulicBoundaryDatabase.Locations.First(hl => hl.Id == 1300001),
                    InflowModelType = ClosingStructureInflowModelType.LowSill
                }
            };

            if (useForeshore)
            {
                calculation.InputParameters.ForeshoreProfile = new ForeshoreProfile(new Point2D(0, 0),
                                                                                    new[]
                                                                                    {
                                                                                        new Point2D(1, 1),
                                                                                        new Point2D(2, 2)
                                                                                    },
                                                                                    useBreakWater ? new BreakWater(BreakWaterType.Wall, 3.0) : null,
                                                                                    new ForeshoreProfile.ConstructionProperties());
            }

            FailureMechanismSection failureMechanismSection = closingStructuresFailureMechanism.Sections.First();

            using (new HydraRingCalculatorFactoryConfig())
            {
                var calculator = ((TestHydraRingCalculatorFactory) HydraRingCalculatorFactory.Instance).StructuresClosureCalculator;

                // Call
                new ClosingStructuresCalculationService().Calculate(calculation,
                                                                    assessmentSectionStub,
                                                                    failureMechanismSection,
                                                                    closingStructuresFailureMechanism.GeneralInput,
                                                                    closingStructuresFailureMechanism.Contribution,
                                                                    testDataPath);

                // Assert
                StructuresClosureCalculationInput[] calculationInputs = calculator.ReceivedInputs.ToArray();
                Assert.AreEqual(1, calculationInputs.Length);
                Assert.AreEqual(testDataPath, calculator.HydraulicBoundaryDatabaseDirectory);
                Assert.AreEqual(assessmentSectionStub.Id, calculator.RingId);

                GeneralClosingStructuresInput generalInput = closingStructuresFailureMechanism.GeneralInput;
                ClosingStructuresInput input = calculation.InputParameters;
                var expectedInput = new StructuresClosureFloodedCulvertCalculationInput(
                    1300001,
                    new HydraRingSection(1, failureMechanismSection.GetSectionLength(), input.StructureNormalOrientation),
                    useForeshore ? input.ForeshoreGeometry.Select(c => new HydraRingForelandPoint(c.X, c.Y)) : new HydraRingForelandPoint[0],
                    useBreakWater ? new HydraRingBreakWater((int) input.BreakWater.Type, input.BreakWater.Height) : null,
                    generalInput.GravitationalAcceleration,
                    input.FactorStormDurationOpenStructure,
                    input.FailureProbabilityOpenStructure,
                    input.FailureProbabilityReparation,
                    input.IdenticalApertures,
                    input.AllowedLevelIncreaseStorage.Mean, input.AllowedLevelIncreaseStorage.StandardDeviation,
                    generalInput.ModelFactorStorageVolume.Mean, generalInput.ModelFactorStorageVolume.StandardDeviation,
                    input.StorageStructureArea.Mean, input.StorageStructureArea.CoefficientOfVariation,
                    generalInput.ModelFactorInflowVolume,
                    input.FlowWidthAtBottomProtection.Mean, input.FlowWidthAtBottomProtection.StandardDeviation,
                    input.CriticalOvertoppingDischarge.Mean, input.CriticalOvertoppingDischarge.CoefficientOfVariation,
                    input.FailureProbabilityStructureWithErosion,
                    input.StormDuration.Mean, input.StormDuration.CoefficientOfVariation,
                    input.ProbabilityOpenStructureBeforeFlooding,
                    input.DrainCoefficient.Mean, input.DrainCoefficient.StandardDeviation,
                    input.AreaFlowApertures.Mean, input.AreaFlowApertures.StandardDeviation,
                    input.InsideWaterLevel.Mean, input.InsideWaterLevel.StandardDeviation);

                StructuresClosureFloodedCulvertCalculationInput actualInput = (StructuresClosureFloodedCulvertCalculationInput) calculationInputs[0];
                HydraRingDataEqualityHelper.AreEqual(expectedInput, actualInput);
                Assert.IsFalse(calculator.IsCanceled);
            }
            mockRepository.VerifyAll();
        }

        private static IAssessmentSection CreateAssessmentSectionStub(IFailureMechanism failureMechanism, MockRepository mockRepository)
        {
            var assessmentSectionStub = mockRepository.Stub<IAssessmentSection>();
            assessmentSectionStub.Stub(a => a.Id).Return("21");
            assessmentSectionStub.Stub(a => a.FailureMechanismContribution).Return(new FailureMechanismContribution(new[]
            {
                failureMechanism
            }, 1, 2));
            assessmentSectionStub.HydraulicBoundaryDatabase = new HydraulicBoundaryDatabase
            {
                Locations =
                {
                    new HydraulicBoundaryLocation(1300001, string.Empty, 0, 0)
                }
            };
            return assessmentSectionStub;
        }
    }
}