using IStation.CalcModel;
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using System;
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using System.Collections.Generic;
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using System.IO;
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using System.Linq;
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namespace IStation.Calc
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{
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internal partial class ErQuCalcBaseHelper
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{
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/// <summary>
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/// 计算手动添加的项目
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/// </summary>
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/// <param name="TargetFlowTotal"></param>
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/// <param name="error_info"></param>
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/// <returns></returns>
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public virtual bool CalcManuPrj(
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ref AnaPrj prj,
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List<CalcModel.PumpRunRange> ranges,
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out string error_info)
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{
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error_info = null;
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#region 检查数据
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if (this._allPumpInfo == null || this._allPumpInfo.Count() != 5)
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{
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error_info = "泵台数不正确";
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return false ;
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}
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if (this._riverWaterLevels == null || this._riverWaterLevels.Count() < 1)
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{
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error_info = "长江水位未赋值";
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return false ;
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}
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if (_listRiverWaterLevelDrop == null)
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{
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_listRiverWaterLevelDrop = IStation.AnaGlobalParas.RiverWaterLevelDropList;
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if (_listRiverWaterLevelDrop == null || _listRiverWaterLevelDrop.Count() == 0)
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{
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error_info = "无法读取长江水位与水池落差的关系数据";
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return false ;
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}
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}
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#endregion
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//
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int dd_minute = 0;
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CalcTimeData(dd_minute);
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#region 计算各个时间点的数据
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var allSumData = new List<AnaPrjPointTime>();
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double lastReservoirLevel = _start_level水库水位;
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for (int t = 0; t < _timeDataListCount; t++)
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{
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var time = this._timeList[t];
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int openPumpCount = 0;
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foreach (var r in ranges)
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{
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if (time.Time >= r.StartTime && time.Time < r.EndTime)
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{
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openPumpCount = r.PumpNumber;
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break;
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}
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}
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double drop_per = 0;
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if (t > 0)
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{
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drop_per = time.ReservoirDropFlowTotal - this._timeList[t - 1].ReservoirDropFlowTotal;
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}
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if (openPumpCount == 0)
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{
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var si = new AnaPrjPointTime(time);
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var level = CalcReservoirHeight(drop_per, 0, lastReservoirLevel);
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si.WaterLevelH = level;
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lastReservoirLevel = level;
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allSumData.Add(si);
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}
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else if (openPumpCount > 5)
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{
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error_info = "时间范围设置不合理,请检查";
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return false;
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}
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else
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{
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var td = this.GetTimeDataBundle(openPumpCount);
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var si = new AnaPrjPointTime(time, td.TimeDatas[t], openPumpCount);
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var level = CalcReservoirHeight(drop_per, si.SumFlow, lastReservoirLevel);
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si.WaterLevelH = level;
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lastReservoirLevel = level;
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allSumData.Add(si);
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}
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}
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#endregion
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List<DateTime> splitTimeList = new List<DateTime>();
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splitTimeList.Add(this._calStartTime);
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splitTimeList.Add(this._calEndTime);
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foreach (var item in ranges)
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{
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if (!splitTimeList.Contains(item.StartTime))
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splitTimeList.Add(item.StartTime);
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if (!splitTimeList.Contains(item.EndTime))
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splitTimeList.Add(item.EndTime);
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}
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splitTimeList = splitTimeList.Distinct().ToList();
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splitTimeList.Sort();
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if (prj == null)
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prj = new AnaPrj();
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prj.BlockTimes = new List<AnaPrjBlockTime>();
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prj.PointTimes = new List<AnaPrjPointTime>();
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prj.StartTime = this._calStartTime;
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prj.EndTime = this._calEndTime;
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double sumFlow_prj = 0;
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double sumMoney_prj = 0;
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double sumPower_prj = 0;
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for (int st = 0; st < splitTimeList.Count - 1; st++)
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{
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DateTime startTime = splitTimeList[st];
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DateTime endTime = splitTimeList[st + 1];
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var start_index = allSumData.FindIndex(x=>x.Time == startTime);
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var end_index = allSumData.FindIndex(x => x.Time == endTime);
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if (start_index < 0)
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start_index = 0;
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start_index++;
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if(st == 0)
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start_index = 0;
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end_index++;
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if (end_index > this._timeDataListCount - 1)
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end_index = this._timeDataListCount - 1;
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AnaPrjBlockTime prjItem = new AnaPrjBlockTime();
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prjItem.StartTime = startTime;
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prjItem.EndTime = endTime;
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prjItem.OpenPumpCount = allSumData[start_index].OpenPumpCount;
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double sumPower_item = 0, sumFlow_item = 0, sumMoney_item = 0;
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for (int dd = start_index; dd < end_index; dd++)
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{
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sumFlow_item += allSumData[dd].SumFlow;
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sumMoney_item += allSumData[dd].SumMoney;
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sumPower_item += allSumData[dd].SumPower;
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prj.PointTimes.Add(allSumData[dd]);
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}
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prjItem.SumFlow = sumFlow_item;
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prjItem.SumPower = sumPower_item;
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prjItem.SumMoney = sumMoney_item;
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sumFlow_prj += sumFlow_item;
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sumMoney_prj += sumMoney_item;
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sumPower_prj += sumPower_item;
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prj.BlockTimes.Add(prjItem);
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}
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prj.SumFlow = sumFlow_prj;
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prj.SumMoney = sumMoney_prj;
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prj.SumPower = sumPower_prj;
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return true ;
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}
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private AnaPrj CalcManuPrj区分泵_BAK(
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List<CalcModel.PumpRunRange> ranges, ref AnaPrj prj, out string error_info)
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{
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error_info = null;
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//#region 检查数据
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//if (this._allPumpInfo == null || this._allPumpInfo.Count() != 5)
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//{
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// error_info = "泵台数不正确";
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// return null;
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//}
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//if (this._riverWaterLevels == null || this._riverWaterLevels.Count() < 1)
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//{
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// error_info = "长江水位未赋值";
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// return null;
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//}
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//if (_listRiverWaterLevelDrop == null)
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//{
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// _listRiverWaterLevelDrop = BLL.RiverWaterLevelDrop.GetList();
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// if (_listRiverWaterLevelDrop == null || _listRiverWaterLevelDrop.Count() == 0)
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// {
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// error_info = "无法读取长江水位与水池落差的关系数据";
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// return null;
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// }
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//}
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//List<DateTime> listTimeSplit = new List<DateTime>();
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//foreach (var range in ranges)
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//{
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// if (range.StartTime >= range.EndTime)
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// {
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// error_info = "时间范围不对";
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// return null;
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// }
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// if (!listTimeSplit.Contains(range.StartTime))
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// listTimeSplit.Add(range.StartTime);
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// if (!listTimeSplit.Contains(range.EndTime))
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// listTimeSplit.Add(range.EndTime);
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//}
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//listTimeSplit.Sort();
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//#endregion
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//// 根据同扬程下 流量从大到小的泵 2->5->3->1->4
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//if (prj == null)
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// prj = new AnaPrj();
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//prj.Items = new List<AnaPrjItem>();
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//for (int mm = 0; mm < listTimeSplit.Count - 1; mm++)
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//{
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// var startTime = listTimeSplit[mm];
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// var endTime = listTimeSplit[mm + 1];
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// int openPumpCount = 0;
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// foreach (var range in ranges)
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// {
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// if (range.StartTime <= startTime && range.EndTime >= endTime)
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// {
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// openPumpCount = range.PumpNumber;
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// }
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// }
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// if (openPumpCount == 0)
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// continue;
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// AnaPrjItem prjItem = new AnaPrjItem();
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// prjItem.StartTime = startTime;
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// prjItem.EndTime = endTime;
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// prjItem.OpenPumpCount = openPumpCount;
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// prjItem.SumData = new List<AnaPrjItemSumData>();
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// double dropHeight1 = GetDropHeightByPumpCount(openPumpCount);
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// for (var time = startTime; time <= endTime; time = time.AddMinutes(this._calcSpaceMinute))
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// {
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// AnaPrjItemSumData sd = new AnaPrjItemSumData();
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// sd.Time = time;
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// //计算前池水位差
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// var m2 = CalcPumpOutletPressM(time);
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// var riverWaterLevel = GetRiverWaterLevelByTime(time);
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// double dropHeight = dropHeight1;
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// double head4Drop = 0;//扬程
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// for (int i = 0; i < 3; i++)
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// {
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// head4Drop = m2 - (riverWaterLevel - dropHeight);
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// //不断迭代 计算扬程, 因为流量变量会造成吸水高度差变化, 从而造成扬程有变化
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// double totalFlow4drop = 0;
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// foreach (var pump_indx in openPumpIndexs)
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// {
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// var pump_curve = this._allPumpInfo[pump_indx];
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// var grpPt = pump_curve.GetPointByH(head4Drop);
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// if (grpPt == null)
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// {
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// throw new Exception("出现特殊情况,未考虑!");
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// }
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// totalFlow4drop += grpPt.Q;
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// }
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// dropHeight = GetDropHeightByFlow(head4Drop);
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// }
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// double realHead = head4Drop;
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// double totalFlow = 0;
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// double totalPower = 0;
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// foreach (var pump_indx in openPumpIndexs)
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// {
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// var pump_curve = this._allPumpInfo[pump_indx];
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// var grpPt2 = pump_curve.GetPointByH(realHead);
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// if (grpPt2 == null)
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// {
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// throw new Exception("出现特殊情况,未考虑!");
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// }
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// totalFlow += grpPt2.Q;
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// totalPower += grpPt2.P;
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// //sd.PumpDatas.Add(p2);
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// }
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// sd.WaterLevelQ = riverWaterLevel - dropHeight;
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// sd.Head = realHead;
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// sd.Flow = Math.Round(totalFlow, 1);
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// sd.Power = Math.Round(totalPower, 1);
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// sd.SFlow = Math.Round(totalFlow * this._calcSpaceMinute / 60, 1);
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// sd.Ele = Math.Round(totalPower * this._calcSpaceMinute / 60, 1);
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// sd.Money = Math.Round(CalcMoney(time, totalPower) * this._calcSpaceMinute / 60, 1);
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// prjItem.SumData.Add(sd);
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// }
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// prj.Items.Add(prjItem);
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//}
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//double sumFlow = 0;
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//double sumMoney = 0;
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//double sumPower = 0;
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//foreach (var item in prj.Items)
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//{
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// foreach (var sd in item.SumData)
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// {
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// sumFlow += sd.SFlow;
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// sumMoney += sd.Money;
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// sumPower += sd.Power;
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// }
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//}
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//prj.SumFlow = sumFlow;
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//prj.SumMoney = sumMoney;
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//prj.SumPower = sumPower;
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//OnShowDebugInfo.Invoke(string.Format("计算总用时: {0} 秒", sw.ElapsedMilliseconds / 1000));
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//sw.Stop();
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return prj;
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}
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}
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}
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