using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;

namespace IStation.Calculation.DispatchAna
{
    /// <summary>
    /// 陈行二输泵站调度方案计算器
    /// </summary>
    internal class Calculator_KeepStatus_SHYS_陈行二输 : CalculatorBase_SHYS_陈行二输, IKeepStatusCalc
    {
        public Calculator_KeepStatus_SHYS_陈行二输()
        {

        }
        Model.RequestParasComplex _request_paras;
        List<long> _open_machine_IdList ;

        List<Model.MachineDetail> _allMachineList = null;
        /// <summary>
        /// 初始化参数
        /// </summary>
        /// <param name="complex_request_paras"></param>
        /// <param name="eta_ana_records"></param>
        /// <param name="open_machine_ids"></param>
        public  void IntialRequest(
            IStation.Calculation.DispatchAna.Model.RequestParasComplex complex_request_paras,
            IStation.Calculation.DispatchAna.Model.EtaAnaRecord4Station eta_ana_records,
            List<long> open_machine_ids)
        {
            this._request_paras = complex_request_paras;
            this._open_machine_IdList = open_machine_ids;
        }




        /// <summary>
        /// 计算保持当前开机状态
        /// </summary> 
        /// <param name="error_info">错误信息</param>
        /// <returns></returns>
        public Model.AnaScheme Calc(out string error_info)
        {
            if (_open_machine_IdList == null || _open_machine_IdList.Count == 0)
            {
                error_info = "ERROR 25";
                return null;
            }
            error_info = null;
            if (_request_paras == null)
            {
                error_info = "ERROR 30";
                return null;
            }

            if (_request_paras.OutletPipePara == null || _request_paras.OutletPipePara.Count < 2)
            {
                error_info = "ERROR 35";
                return null;
            }
            double pipe1_TargetFlow = _request_paras.OutletPipePara[0].TargetFlow;
            double pipe2_TargetFlow = _request_paras.OutletPipePara[1].TargetFlow;
            if (pipe1_TargetFlow < 10 && pipe2_TargetFlow < 10)
            {
                return default;
            }

            double pipe1_TargetPess = _request_paras.OutletPipePara[0].TargetPress;
            double pipe2_TargetPess = _request_paras.OutletPipePara[1].TargetPress;
            if (pipe1_TargetFlow > 50)
            {
                if (pipe1_TargetPess < 0.01)
                {
                    error_info = "ERROR 35,陈行二输需要一号管压力未赋值";
                    return default;
                }
            }
            if (pipe2_TargetFlow > 50)
            {
                if (pipe2_TargetPess < 0.01)
                {
                    error_info = "ERROR 35,陈行二输需要二号管压力未赋值";
                    return default;
                }
            }

            double water_level = 0;//水位
            if (_request_paras.InletPipePara != null && _request_paras.InletPipePara.Count > 0)
            {
                    water_level = _request_paras.InletPipePara[0].Value;
            }

            //机泵信息
            if(_allMachineList == null)
            {
                if (!BuildMachineList(
                    out _allMachineList,
                    out error_info))
                {
                    error_info = "机泵组无法构建,ERROR 70,错误信息:" + error_info;
                    return null;
                }
            }





            Common.DispatchAnaGeneralHelper压力 calc_pipe1_helper
                = new Common.DispatchAnaGeneralHelper压力();

            Common.DispatchAnaGeneralHelper压力 calc_pipe2_helper
                = new Common.DispatchAnaGeneralHelper压力();

            if (pipe2_TargetFlow < 30)
            {//只开一号泵二号泵   
                calc_pipe1_helper.InitialParas(
                    pipe1_TargetFlow,
                    water_level, true,
                    pipe1_TargetPess, false,
                    null, null,
                    (from x in _allMachineList where pipe1_machineIds.Contains(x.MachineID) select x).ToList(), null);

                return calc_pipe1_helper.CalcKeepStatus(_open_machine_IdList);
            }
            else if (pipe1_TargetFlow < 30)
            {
                calc_pipe2_helper.InitialParas(
                    pipe2_TargetFlow,
                    water_level,true ,
                    pipe2_TargetPess,false ,
                    null, null,
                    (from x in _allMachineList where pipe2_machineIds.Contains(x.MachineID) select x).ToList(), null);

                return calc_pipe2_helper.CalcKeepStatus(_open_machine_IdList);
            }




            calc_pipe1_helper.InitialParas(
                pipe1_TargetFlow,
                water_level, true,
                pipe1_TargetPess, false,
                 null, null,
                (from x in _allMachineList where pipe1_machineIds.Contains(x.MachineID) select x).ToList(), null);
            var pipe1_result = calc_pipe1_helper.CalcKeepStatus(_open_machine_IdList);
            if (pipe1_result == null)
            {
                error_info = "管路一调度方案无法计算请确认数据是否合理";
                return null;
            }

            calc_pipe2_helper.InitialParas(
                pipe2_TargetFlow,
                water_level, true,
                pipe2_TargetPess, true,
                null, null,
                (from x in _allMachineList where pipe2_machineIds.Contains(x.MachineID) select x).ToList(), null);

            var pipe2_result = calc_pipe2_helper.CalcKeepStatus(_open_machine_IdList);
            if (pipe2_result == null)
            {
                error_info = "管路二调度方案无法计算请确认数据是否合理";
                return null;
            }



            var connect_scheme = new Model.AnaScheme();
            connect_scheme.ID = 1;
            connect_scheme.TotalWrkQ = pipe1_result.TotalWrkQ + pipe2_result.TotalWrkQ;
            connect_scheme.TotalWrkH = (pipe1_result.TotalWrkH + pipe2_result.TotalWrkH) / 2;
            connect_scheme.TotalWrkP = pipe1_result.TotalWrkP + pipe2_result.TotalWrkP;
            connect_scheme.TotalWrkE = IStation.Common.PumpParaHelper.CalculateE(connect_scheme.TotalWrkQ, connect_scheme.TotalWrkH, connect_scheme.TotalWrkP);
            connect_scheme.UWP = CalculateUWP(connect_scheme.TotalWrkP, connect_scheme.TotalWrkQ, connect_scheme.TotalWrkH);
            connect_scheme.WP = CalculateWP(connect_scheme.TotalWrkP, connect_scheme.TotalWrkQ);

            connect_scheme.Items = new List<Model.AnaSchemeItem>();
            if (pipe1_result.Items != null && pipe1_result.Items.Count > 0)
                connect_scheme.Items.AddRange(pipe1_result.Items);
            if (pipe2_result.Items != null && pipe2_result.Items.Count > 0)
                connect_scheme.Items.AddRange(pipe2_result.Items);


            return connect_scheme;

        }
    }
}