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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using System.Text;
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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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protected int _timeDataListCount = 0;
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protected List<TimePoint> _timeList;
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protected double GetReservoirDropFlowTotalByTimeIndex(int time_index)
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{
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if (time_index >= _timeDataListCount)
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return _timeList.Last().ReservoirDropFlowTotal;
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return _timeList[time_index].ReservoirDropFlowTotal;
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}
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internal IStation.CalcModel.TimeDataBundle _timeDataListOpen1;
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internal IStation.CalcModel.TimeDataBundle _timeDataListOpen2;
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internal IStation.CalcModel.TimeDataBundle _timeDataListOpen3;
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internal IStation.CalcModel.TimeDataBundle _timeDataListOpen4;
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internal IStation.CalcModel.TimeDataBundle GetTimeDataBundle(int PumpCount)
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{
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if (PumpCount == 0)
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{
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return null;
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}
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if (PumpCount == 1)
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{
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return _timeDataListOpen1;
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}
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if (PumpCount == 2)
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{
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return _timeDataListOpen2;
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}
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if (PumpCount == 3)
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{
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return _timeDataListOpen3;
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}
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if (PumpCount == 4)
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{
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return _timeDataListOpen4;
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}
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return null;
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}
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/// <summary>
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/// 导出实时数据
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/// </summary>
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/// <param name="error_info"></param>
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/// <returns></returns>
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public bool ExportTimeData(string file_path, 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._calStartTime >= this._calEndTime)
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{
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error_info = "时间范围不对";
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return false;
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}
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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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StreamWriter streamWriter = new StreamWriter(file_path, false, System.Text.Encoding.GetEncoding("gb2312"));
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StringBuilder StringBuilder = new StringBuilder();
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// 写出表头
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StringBuilder.AppendFormat("{0},{1},{2},{3},{4} ",
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"时间",
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"1台时前池水位",
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"1台时水量",
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"1台时电量",
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"1台时电费");
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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"2台时前池水位",
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"2台时水量",
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"2台时电量",
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"2台时电费");
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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"3台时前池水位",
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"3台时水量",
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"3台时电量",
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"3台时电费");
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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"4台时前池水位",
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"4台时水量",
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"4台时电量",
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"4台时电费");
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// 写出数据
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for (int i = 0; i < _timeDataListOpen1.TimeDatas.Count; i++)
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{
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StringBuilder.AppendLine();
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StringBuilder.AppendFormat("{0},{1},{2},{3},{4} ",
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_timeList[i],
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_timeDataListOpen1.TimeDatas[i].WaterLevelQ,
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_timeDataListOpen1.TimeDatas[i].SumFlow,
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_timeDataListOpen1.TimeDatas[i].SumPower,
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_timeDataListOpen1.TimeDatas[i].SumMoney);
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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_timeDataListOpen2.TimeDatas[i].WaterLevelQ,
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_timeDataListOpen2.TimeDatas[i].SumFlow,
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_timeDataListOpen2.TimeDatas[i].SumPower,
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_timeDataListOpen2.TimeDatas[i].SumMoney);
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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_timeDataListOpen3.TimeDatas[i].WaterLevelQ,
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_timeDataListOpen3.TimeDatas[i].SumFlow,
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_timeDataListOpen3.TimeDatas[i].SumPower,
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_timeDataListOpen3.TimeDatas[i].SumMoney);
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StringBuilder.AppendFormat(",{0},{1},{2},{3}",
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_timeDataListOpen4.TimeDatas[i].WaterLevelQ,
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_timeDataListOpen4.TimeDatas[i].SumFlow,
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_timeDataListOpen4.TimeDatas[i].SumPower,
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_timeDataListOpen4.TimeDatas[i].SumMoney);
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}
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streamWriter.Write(StringBuilder.ToString());
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streamWriter.Flush();
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streamWriter.Close();
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return true;
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}
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//protected List<int> _defaultOpenPumpIndex1, _defaultOpenPumpIndex2, _defaultOpenPumpIndex3, _defaultOpenPumpIndex4;
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/// <summary>
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/// 计算时序数据
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/// </summary>
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/// <param name="dd_minute"></param>
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protected void CalcTimeData(int dd_minute)
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{
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//时间段
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_timeList = new List<TimePoint>();
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for (var time = _calStartTime; time <= this._calEndTime; time = time.AddMinutes(this._calcSpaceMinute))
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{
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var t = new TimePoint(time);
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t.WaterLevelC = IStation.Calc.ErQuCalcBaseHelper.GetRiverWaterLevelByTime(
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this._riverWaterLevels, time);
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_timeList.Add(t);
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}
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_timeDataListCount = _timeList.Count();
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//是否受限
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if (_limitSwitchPumpTimes != null)
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{
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for (int i = 0; i < _timeDataListCount; i++)
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{
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var time = _timeList[i].Time;
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bool isSwitchPump = true;
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foreach (var s in _limitSwitchPumpTimes)
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{
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if (time >= s.Start && time <= s.End)
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{
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isSwitchPump = false;
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break;
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}
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}
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_timeList[i].IsSwitchPumpAble = isSwitchPump;
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}
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}
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//
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CalcReservoirTimeData();
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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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_timeDataListOpen4 = new IStation.CalcModel.TimeDataBundle();
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_timeDataListOpen4.TimeDatas = new List<StationTimeData>(_timeDataListCount);
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//if(_defaultOpenPumpIndex4 != null && _defaultOpenPumpIndex4.Count() == 4)
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//{
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// _timeDataListOpen4.OpenPumpInfos = new List<PumpCurveInfo> {
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// this._allPumpInfo[_defaultOpenPumpIndex4[0]],
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// this._allPumpInfo[_defaultOpenPumpIndex4[1]],
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// this._allPumpInfo[_defaultOpenPumpIndex4[2]],
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// this._allPumpInfo[_defaultOpenPumpIndex4[3]] };
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//}
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//else
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{
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_timeDataListOpen4.OpenPumpInfos = new List<IStation.CalcModel.PumpCurveInfo> { this._allPumpInfo[1], this._allPumpInfo[4], this._allPumpInfo[2], this._allPumpInfo[0] };
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}
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CalcTimeDataList(dd_minute, ref _timeDataListOpen4);
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_timeDataListOpen3 = new IStation.CalcModel.TimeDataBundle();
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_timeDataListOpen3.TimeDatas = new List<StationTimeData>(_timeDataListCount);
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//if (_defaultOpenPumpIndex3 != null && _defaultOpenPumpIndex3.Count() == 3)
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//{
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// _timeDataListOpen3.OpenPumpInfos = new List<PumpCurveInfo> {
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// this._allPumpInfo[_defaultOpenPumpIndex3[0]],
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// this._allPumpInfo[_defaultOpenPumpIndex3[1]],
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// this._allPumpInfo[_defaultOpenPumpIndex3[2]] };
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//}
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//else
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{
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_timeDataListOpen3.OpenPumpInfos = new List<IStation.CalcModel.PumpCurveInfo> { this._allPumpInfo[1], this._allPumpInfo[4], this._allPumpInfo[2] };
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}
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CalcTimeDataList(dd_minute, ref _timeDataListOpen3);
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_timeDataListOpen2 = new IStation.CalcModel.TimeDataBundle();
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_timeDataListOpen2.TimeDatas = new List<StationTimeData>(_timeDataListCount);
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//if (_defaultOpenPumpIndex2 != null && _defaultOpenPumpIndex2.Count() == 2)
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//{
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// _timeDataListOpen2.OpenPumpInfos = new List<PumpCurveInfo> {
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// this._allPumpInfo[_defaultOpenPumpIndex2[0]],
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// this._allPumpInfo[_defaultOpenPumpIndex2[1]] };
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//}
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//else
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{
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_timeDataListOpen2.OpenPumpInfos = new List<IStation.CalcModel.PumpCurveInfo> { this._allPumpInfo[1], this._allPumpInfo[4] };
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}
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CalcTimeDataList(dd_minute, ref _timeDataListOpen2);
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_timeDataListOpen1 = new IStation.CalcModel.TimeDataBundle();
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_timeDataListOpen1.TimeDatas = new List<StationTimeData>(_timeDataListCount);
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//if (_defaultOpenPumpIndex1 != null && _defaultOpenPumpIndex1.Count() == 1)
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//{
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// _timeDataListOpen1.OpenPumpInfos = new List<PumpCurveInfo> {
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// this._allPumpInfo[_defaultOpenPumpIndex1[0]] };
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//}
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//else
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{
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_timeDataListOpen1.OpenPumpInfos = new List<IStation.CalcModel.PumpCurveInfo> { this._allPumpInfo[1] };
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}
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CalcTimeDataList(dd_minute, ref _timeDataListOpen1);
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}
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internal void CalcTimeDataList(int dd_minute, ref IStation.CalcModel.TimeDataBundle timeDataList)
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{
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if (timeDataList.TimeDatas == null)
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timeDataList.TimeDatas = new List<StationTimeData>(_timeDataListCount);
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int openPumpCount = timeDataList.OpenPumpInfos.Count;
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double dropHeight1 = GetDropHeightByPumpCount(openPumpCount);
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//timeData.PumpDatas = new List<TimeData.PumpData>(timeDataList.OpenPumpInfos.Count());
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bool isLimitOpenPumpTime = false;
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if (_limitOpenPumpTimes != null && _limitOpenPumpTimes.Count > 0)
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{
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isLimitOpenPumpTime = true;
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}
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for (int t = 0; t < _timeDataListCount; t++)
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{
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StationTimeData timeData = new StationTimeData();
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timeData.PumpDatas = new List<PumpTimeData>(5);
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for (int pu = 0; pu < 5; pu++)
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{
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timeData.PumpDatas.Add(new PumpTimeData());
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}
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var time = this._timeList[t].Time;
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var m2 = CalcPumpOutletPressM(time);
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var riverWaterLevel = GetRiverWaterLevelByTime(time);//长江水位
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double dropHeight前池 = 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前池);
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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_curve in timeDataList.OpenPumpInfos)
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{
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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前池 = GetDropHeightByFlow(totalFlow4drop);
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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_curve in timeDataList.OpenPumpInfos)
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{
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var indx = pump_curve.PumpIndex;
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var pumpData = timeData.PumpDatas[indx];
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pumpData.Head = realHead;
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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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pumpData.Flow = grpPt2.Q;
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pumpData.Power = grpPt2.P;
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pumpData.SumFlow = Math.Round(pumpData.Flow * this._calcSpaceMinute / 60, 1);
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pumpData.SumPower = Math.Round(pumpData.Power * this._calcSpaceMinute / 60, 1);
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pumpData.SumMoney = Math.Round(CalcMoney(time, pumpData.Power) * this._calcSpaceMinute / 60, 1);
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totalFlow += grpPt2.Q;
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totalPower += grpPt2.P;
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}
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timeData.WaterLevelQ = riverWaterLevel - dropHeight前池;
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timeData.Head = realHead;
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timeData.Flow = Math.Round(totalFlow, 1);
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timeData.Power = Math.Round(totalPower, 1);
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timeData.SumFlow = Math.Round(totalFlow * this._calcSpaceMinute / 60, 1);
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timeData.SumPower = Math.Round(totalPower * this._calcSpaceMinute / 60, 1);
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timeData.SumMoney = Math.Round(CalcMoney(time, totalPower) * this._calcSpaceMinute / 60, 1);
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if (isLimitOpenPumpTime)
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{
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foreach (var lt in _limitOpenPumpTimes)
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{
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if (time >= lt.Start && time < lt.End)
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{
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timeData.Power = double.MaxValue;
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timeData.SumFlow = 0;
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timeData.SumPower = double.MaxValue;
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timeData.SumMoney = double.MaxValue;
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}
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}
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}
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timeDataList.TimeDatas.Add(timeData);
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}
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//缓存用
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// timeDataList.InitialSpanCache( );
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timeDataList.CalcSpanCache(this._clacOptType);
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}
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}
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}
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