tangxu
2022-10-31 8ea88fedd51e4961d0fd0aec6c2873a579fb6db8
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using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
 
namespace IStation.Calculation.DispatchAna
{
    /// <summary>
    /// 南汇北泵站调度方案计算器
    /// </summary>
    internal class Calculator_KeepStatus_SHYS_南汇北 : CalculatorBase_SHYS_南汇北, IKeepStatusCalc
    {
        public Calculator_KeepStatus_SHYS_南汇北()
        {
 
        }
        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,南汇北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,南汇北需要二号管压力未赋值";
                    return default;
                }
            }
 
            double inlet_press = 0;//水位
            if (_request_paras.InletPipePara != null && _request_paras.InletPipePara.Count > 0)
            {
         
                if (_request_paras.InletPipePara.Count > 1)
                {
                    inlet_press = (_request_paras.InletPipePara[0].Value + _request_paras.InletPipePara[1].Value)/2;
                }
                else
                {
                    inlet_press = _request_paras.InletPipePara[0].Value;
                }
            }
            double water_level = inlet_press * 102;
 
            //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();
 
 
 
 
 
 
            calc_pipe1_helper.InitialParas(
                pipe1_TargetFlow+ pipe2_TargetFlow,
                water_level, true,
                (pipe1_TargetPess+ pipe2_TargetPess)/2,false ,
                 null, null,
                 _allMachineList , 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;
            }
 
 
 
 
 
            var connect_scheme = new Model.AnaScheme();
            connect_scheme.ID = 1;
            connect_scheme.TotalWrkQ = pipe1_result.TotalWrkQ  ;
            connect_scheme.TotalWrkH = (pipe1_result.TotalWrkH  )  ;
            connect_scheme.TotalWrkP = pipe1_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);
 
 
 
            return connect_scheme;
 
        }
    }
}