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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using IStation.Service.Dispatch;
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namespace IStation.Service
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{
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/// <summary>
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/// 长兴岛(调度)
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/// </summary>
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public class CxdDispatchHelper
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{
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/// <summary>
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/// 计算流量压力
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/// </summary>
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public List<ViewModel.AnaPlan> CalcuByFlowAndPress(ViewModel.CalcuParas_Cxd paras,bool UseEpn=false)
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{
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if (paras.PipeQ2 < 10 && paras.PipeQ1 < 10)
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{
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return default;
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}
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var list = new List<ViewModel.AnaPlan>();
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double H = 0;
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double Elevation = 0;
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var inletLevel = paras.MonitorPointInfoList.Find(x =>x.SignalType == IStation.SignalType.水位);
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Elevation = inletLevel?.Elevation != null ? inletLevel.Elevation.Value : 0;
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if (UseEpn)
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{
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}
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else
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{
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if (paras.ValveStatus == 1)
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{
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GeneralHelper pipe_helper = new GeneralHelper();
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var vm = paras.GetSum();
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if (paras.PipeQ1 < 10)
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{
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var M = MPaToM(paras.PipePr2);
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if (inletLevel != null)
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H = M - (inletLevel.Value + Elevation);
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else
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H = M;
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}
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if (paras.PipeQ2 < 10)
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{
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var M = MPaToM(paras.PipePr1);
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if (inletLevel != null)
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H = M - (inletLevel.Value + Elevation);
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else
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H = M;
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}
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if (H==0)
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{
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var M = MPaToM((paras.PipePr1 + paras.PipePr2) / 2);
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if (inletLevel != null)
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H = M - (inletLevel.Value + Elevation);
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else
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H = M;
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}
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vm.TargetH = H;
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list = pipe_helper.CalcuByFlowAndPress(vm);
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}
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else
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{
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if (paras.PipeQ2 < 10)
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{
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return Pipe1(paras);
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}
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else if (paras.PipeQ1 < 10)
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{
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return Pipe2(paras);
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}
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var pipe1_result = Pipe1(paras);
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var pipe2_result = Pipe2(paras);
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if (pipe1_result == null || pipe2_result == null)
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return default;
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var result_1 = pipe1_result.OrderByDescending(x => x.E).First();
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var result_2 = pipe2_result.OrderByDescending(x => x.E).First();
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var plan = new ViewModel.AnaPlan();
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plan.Q = result_1.Q + result_2.Q;
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plan.H = result_1.H + result_2.H;
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plan.P = result_1.P + result_2.P;
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plan.E = Model.CurveCalcuHelper.CalculateE(plan.Q, plan.H, plan.P);
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plan.UWP = Model.CurveCalcuHelper.CalculateUWP(plan.P, plan.Q, plan.H);
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plan.WP = Model.CurveCalcuHelper.CalculateWP(plan.P, plan.Q);
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plan.PumpInfoList = new List<ViewModel.PumpInfo>();
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if (result_1.PumpInfoList != null && result_1.PumpInfoList.Count > 0)
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plan.PumpInfoList.AddRange(result_1.PumpInfoList);
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if (result_2.PumpInfoList != null && result_2.PumpInfoList.Count > 0)
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plan.PumpInfoList.AddRange(result_2.PumpInfoList);
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plan.RunNumber = plan.PumpInfoList.Count;
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list.Add(plan);
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}
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}
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return list;
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}
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private List<ViewModel.AnaPlan> Pipe1(ViewModel.CalcuParas_Cxd paras)
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{
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double H = 0;
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double Elevation = 0;
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var inletLevel = paras.MonitorPointInfoList.Find(x => x.SignalType == IStation.SignalType.水位);
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Elevation = inletLevel?.Elevation != null ? inletLevel.Elevation.Value : 0;
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GeneralHelper pipe_helper = new GeneralHelper();
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var pipe1_machineIds = new List<long>() { 19, 22 };//1号泵，2号泵
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var vm1 = paras.GetPipe1(pipe1_machineIds);
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var M1 = MPaToM(paras.PipePr1);
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if (inletLevel != null)
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H = M1 - (inletLevel.Value + Elevation);
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else
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H = M1;
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vm1.TargetH = H;
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pipe_helper.SetDefaultAnaMachineIds(pipe1_machineIds);
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var pipe1_result = pipe_helper.CalcuByFlowAndPress(vm1);
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if (pipe1_result == null || pipe1_result.Count < 1)
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return default;
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return pipe1_result;
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}
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private List<ViewModel.AnaPlan> Pipe2(ViewModel.CalcuParas_Cxd paras)
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{
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double H = 0;
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double Elevation = 0;
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var inletLevel = paras.MonitorPointInfoList.Find(x => x.SignalType == IStation.SignalType.水位);
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Elevation = inletLevel?.Elevation != null ? inletLevel.Elevation.Value : 0;
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GeneralHelper pipe_helper = new GeneralHelper();
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var pipe2_machineIds = new List<long>() { 25, 28 };//3号泵，4号泵
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var vm2 = paras.GetPipe2(pipe2_machineIds);
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var M2 = MPaToM(paras.PipePr2);
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if (inletLevel != null)
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H = M2 - (inletLevel.Value + Elevation);
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else
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H = M2;
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vm2.TargetH = H;
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pipe_helper.SetDefaultAnaMachineIds(pipe2_machineIds);
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var pipe2_result = pipe_helper.CalcuByFlowAndPress(vm2);
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if (pipe2_result == null || pipe2_result.Count < 1)
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return default;
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return pipe2_result;
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}
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//转换
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private double MPaToM(double Press)
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{
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return Press * 102;
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}
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}
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}
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