using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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namespace IStation.Calculation.DispatchAna
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{
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/// <summary>
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/// 长兴泵站调度方案计算器
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/// </summary>
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internal class Calculator_KeepStatus_SHYS_长兴岛 : CalculatorBase_SHYS_长兴岛, IKeepStatusCalc
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{
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public Calculator_KeepStatus_SHYS_长兴岛()
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{
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}
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Model.RequestParasComplex _request_paras;
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List<long> _open_machine_IdList ;
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/// <summary>
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/// 初始化参数
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/// </summary>
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/// <param name="complex_request_paras"></param>
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/// <param name="eta_ana_records"></param>
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/// <param name="open_machine_ids"></param>
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public void IntialRequest(
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IStation.Calculation.DispatchAna.Model.RequestParasComplex complex_request_paras,
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IStation.Calculation.DispatchAna.Model.EtaAnaRecord4Station eta_ana_records,
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List<long> open_machine_ids)
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{
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this._request_paras = complex_request_paras;
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this._open_machine_IdList = open_machine_ids;
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}
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/// <summary>
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/// 计算保持当前开机状态
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/// </summary>
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/// <param name="error_info">错误信息</param>
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/// <returns></returns>
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public Model.AnaScheme Calc(out string error_info)
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{
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if (_open_machine_IdList == null || _open_machine_IdList.Count == 0)
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{
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error_info = "ERROR 25";
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return null;
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}
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error_info = null;
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if (_request_paras == null)
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{
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error_info = "ERROR 30";
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return null;
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}
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if (_request_paras.OutletPipePara == null || _request_paras.OutletPipePara.Count < 2)
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{
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error_info = "ERROR 35";
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return null;
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}
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double pipe1_TargetFlow = _request_paras.OutletPipePara[0].TargetFlow;
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double pipe2_TargetFlow = _request_paras.OutletPipePara[1].TargetFlow;
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if (pipe1_TargetFlow < 10 && pipe2_TargetFlow < 10)
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{
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return default;
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}
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double pipe1_TargetPess = _request_paras.OutletPipePara[0].TargetPress;
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double pipe2_TargetPess = _request_paras.OutletPipePara[1].TargetPress;
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double water_level = 0;//水位
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if (_request_paras.WaterLevelPara != null && _request_paras.WaterLevelPara.Count > 0)
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{
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water_level = _request_paras.WaterLevelPara.First().Value;
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}
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if (_request_paras.ValvePara == null || _request_paras.ValvePara.Count < 1)
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{
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error_info = "ERROR 57";
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return null;
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}
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int isOpenMiddleValve = _request_paras.ValvePara.First().OpenStatus;
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List<Model.MachineDetail> allMachineList = null;
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if (!BuildMachineList(
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out allMachineList,
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out error_info))
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{
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error_info = "机泵组无法构建,ERROR 70,错误信息:" + error_info;
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return null;
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}
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if (isOpenMiddleValve == 1)//阀门开的状态下 两管相连数据相加求平均值
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{
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double press = 0;
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if (pipe1_TargetPess > 0.1 && pipe2_TargetPess > 0.1)
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{
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press = (pipe1_TargetPess + pipe2_TargetPess) / 2;
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}
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else
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{
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if (pipe1_TargetPess > 0.01)
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press = pipe1_TargetPess;
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else if (pipe2_TargetPess > 0.01)
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press = pipe2_TargetPess;
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else
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return null;
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}
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Common.DispatchAnaGeneralHelper压力 calc_pipe_helper =
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new Common.DispatchAnaGeneralHelper压力();
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calc_pipe_helper.InitialParas(
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pipe1_TargetFlow + pipe2_TargetFlow,
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water_level,
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press,
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null, null,
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allMachineList, null);
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return calc_pipe_helper.CalcKeepStatus(_open_machine_IdList);
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}
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else //阀门关的状态下 两管相连数据相加
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{
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var pipe1_machineIds = new List<long>() { 19, 22 };//1号泵，2号泵
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var pipe2_machineIds = new List<long>() { 25, 28 };//3号泵，4号泵
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Common.DispatchAnaGeneralHelper压力 calc_pipe1_helper
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= new Common.DispatchAnaGeneralHelper压力();
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Common.DispatchAnaGeneralHelper压力 calc_pipe2_helper
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= new Common.DispatchAnaGeneralHelper压力();
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if (pipe2_TargetFlow < 30)
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{//只开一号泵二号泵
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calc_pipe1_helper.InitialParas(
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pipe1_TargetFlow,
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water_level,
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pipe1_TargetPess,
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null, null,
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(from x in allMachineList where pipe1_machineIds.Contains(x.MachineID) select x).ToList(), null);
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return calc_pipe1_helper.CalcKeepStatus(_open_machine_IdList);
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}
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else if (pipe1_TargetFlow < 30)
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{
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calc_pipe2_helper.InitialParas(
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pipe2_TargetFlow,
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water_level,
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pipe2_TargetPess,
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null, null,
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(from x in allMachineList where pipe2_machineIds.Contains(x.MachineID) select x).ToList(), null);
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return calc_pipe2_helper.CalcKeepStatus(_open_machine_IdList);
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}
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calc_pipe1_helper.InitialParas(
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pipe1_TargetFlow,
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water_level,
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pipe1_TargetPess,
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null, null,
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(from x in allMachineList where pipe1_machineIds.Contains(x.MachineID) select x).ToList(), null);
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var pipe1_result = calc_pipe1_helper.CalcKeepStatus(_open_machine_IdList);
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calc_pipe2_helper.InitialParas(
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pipe2_TargetFlow,
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water_level,
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pipe2_TargetPess,
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null, null,
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(from x in allMachineList where pipe2_machineIds.Contains(x.MachineID) select x).ToList(), null);
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var pipe2_result = calc_pipe2_helper.CalcKeepStatus(_open_machine_IdList);
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if (pipe1_result == null || pipe2_result == null)
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return default;
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var connect_scheme = new Model.AnaScheme();
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connect_scheme.ID = 1;
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connect_scheme.TotalWrkQ = pipe1_result.TotalWrkQ + pipe2_result.TotalWrkQ;
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connect_scheme.TotalWrkH = (pipe1_result.TotalWrkH + pipe2_result.TotalWrkH) / 2;
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connect_scheme.TotalWrkP = pipe1_result.TotalWrkP + pipe2_result.TotalWrkP;
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connect_scheme.TotalWrkE = IStation.Common.PumpParaHelper.CalculateE(connect_scheme.TotalWrkQ, connect_scheme.TotalWrkH, connect_scheme.TotalWrkP);
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connect_scheme.UWP = CalculateUWP(connect_scheme.TotalWrkP, connect_scheme.TotalWrkQ, connect_scheme.TotalWrkH);
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connect_scheme.WP = CalculateWP(connect_scheme.TotalWrkP, connect_scheme.TotalWrkQ);
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connect_scheme.Items = new List<Model.AnaSchemeItem>();
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if (pipe1_result.Items != null && pipe1_result.Items.Count > 0)
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connect_scheme.Items.AddRange(pipe1_result.Items);
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if (pipe2_result.Items != null && pipe2_result.Items.Count > 0)
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connect_scheme.Items.AddRange(pipe2_result.Items);
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return connect_scheme;
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}
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}
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}
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}
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