//IStation.HydraulicModelValidationHelperJob.Execute();
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using IStation;
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using System.Diagnostics;
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IStation.Service.ScheduleRequest _service_schedule_request = new();
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IStation.Service.ScheduleScada _service_schedule_scada = new();
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IStation.Service.ScheduleRule _service_schedule_rule = new();
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IStation.Service.ScheduleConclusion _service_schedule_conclusion = new();
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IStation.Service.SchedulePump _service_schedule_pump = new();
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IStation.Service.Station _service_station = new();
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IStation.Service.ScheduleConfig _service_schedule_config = new();
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var station_info = _service_station.Get();
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double target_flow1 = 22930.774;
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double target_flow2 = 39599.2;
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double target_head1 = IStation.Curve.PumpCalculateHelper.Mpa2M(0.2892);
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double target_head2 = IStation.Curve.PumpCalculateHelper.Mpa2M(0.1756);
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GlobalHelper.GetRealTimeZyScadaList(out List<IStation.Model.ZyScada> zy_scada_list, true);
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var station1 = station_info.Station1;
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var station2 = station_info.Station2;
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var station1_same_type_flag_group_first = GlobalHelper.Station1SameTypeFlagGroupFirst;
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var station2_same_type_flag_group_first = GlobalHelper.Station2SameTypeFlagGroupFirst;
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var station1_schedule_config = _service_schedule_config.GetStation1();
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var station2_schedule_config = _service_schedule_config.GetStation2();
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var station1_flag_list = GlobalHelper.Station1FlagList;
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var station2_flag_list = GlobalHelper.Station2FlagList;
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GlobalHelper.GetStationOpenFlagList(zy_scada_list, out List<int> station1_open_flag_list, out List<int> station2_open_flag_list);
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GlobalHelper.GetFlagInletWaterLevelDict(zy_scada_list, out Dictionary<int, double> station1_flag_inlet_water_level_dict, out Dictionary<int, double> station2_flag_inlet_water_level_dict);
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var helper = new ScheduleHelper_Update();
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helper.Initial(station1_open_flag_list, station1_schedule_config);
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//var optimal_combine1 = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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//var a = optimal_combine1;
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helper.Init(1.5m);
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var optimal_test = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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var sw2 = new Stopwatch();
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sw2.Restart();
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helper.Init(1.5m);
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var optimal_1_5 = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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Console.WriteLine($"1.5-{sw2.Elapsed}");
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sw2.Restart();
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helper.Init(1);
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var optimal_1 = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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Console.WriteLine($"1-{sw2.Elapsed}");
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sw2.Restart();
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helper.Init(0.5m);
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var optimal_0_5 = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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Console.WriteLine($"0.5-{sw2.Elapsed}");
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sw2.Restart();
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helper.Init(0.3m);
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var optimal_0_3 = helper.Calc(station1, station1_same_type_flag_group_first, station1_flag_inlet_water_level_dict, target_flow1, target_head1);
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Console.WriteLine($"0.3-{sw2.Elapsed}");
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//1.5 - 00:00:16.1402898
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//1 - 00:00:02.5989584
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//0.5 - 00:00:00.1812056
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//0.3 - 00:00:00.1045830
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//helper.Initial(station2_open_flag_list, station2_schedule_config);
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//var optimal_combine2 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//var sw2 = new Stopwatch();
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//sw2.Start();
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//helper.Init(2);
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//var optimal_2 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//Console.WriteLine($"2-{sw2.Elapsed}");
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//sw2.Restart();
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//helper.Init(1.5);
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//var optimal_1_5 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//Console.WriteLine($"1.5-{sw2.Elapsed}");
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//sw2.Restart();
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//helper.Init(1);
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//var optimal_1 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//Console.WriteLine($"1-{sw2.Elapsed}");
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//sw2.Restart();
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//helper.Init(0.5);
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//var optimal_0_5 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//Console.WriteLine($"0.5-{sw2.Elapsed}");
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//sw2.Restart();
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//helper.Init(0.3);
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//var optimal_0_3 = helper.Calc(station2, station2_same_type_flag_group_first, station2_flag_inlet_water_level_dict, target_flow2, target_head2);
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//Console.WriteLine($"0.3-{sw2.Elapsed}");
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var f= 1;
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Console.ReadKey();
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