using DevExpress.Drawing.Internal.Interop;
using Yw.EPAnet;
using Yw.Hydro;
using Yw.Model;
namespace Yw.WinFrmUI
{
///
/// 水力信息拓展
///
public static class HydroModelInfoExtensions
{
#region 修复参数
private const double _pipe_diameter_default = 500;//管道默认直径
private const double _pipe_roughness_default = 110;//管道默认粗糙系数
private const double _pipe_minorloss_default = 0.1;//管道默认粗糙系数
private const double _valve_minorloss_default = 0.3d; //阀门默认局阻系数
private const double _resistance_minorloss_default = 9d;//阻件默认局阻系数
///
/// 修复参数
///
public static void RepairParas(this Yw.Model.HydroModelInfo hydroInfo, out string msg)
{
msg = string.Empty;
if (hydroInfo == null)
{
return;
}
var allNodes = hydroInfo.GetAllNodes();
var allLinks = hydroInfo.GetAllLinks();
//管道
if (hydroInfo.Pipes != null && hydroInfo.Pumps.Count > 0)
{
foreach (var pipe in hydroInfo.Pipes)
{
if (pipe.Diameter <= 0)
{
pipe.Diameter = _pipe_diameter_default;
pipe.UpdatePropStatus(nameof(pipe.Diameter), ePropStatus.Lack, $"直径缺省,使用默认值【{_pipe_diameter_default}mm】修复");
}
if (pipe.Roughness <= 0)
{
pipe.Roughness = _pipe_roughness_default;
pipe.UpdatePropStatus(nameof(pipe.Roughness), ePropStatus.Lack, $"粗糙系数缺省,使用默认值【{_pipe_roughness_default}】修复");
}
if (pipe.MinorLoss <= 0)
{
pipe.MinorLoss = _pipe_minorloss_default;
pipe.UpdatePropStatus(nameof(pipe.MinorLoss), ePropStatus.Lack, $"粗糙系数缺省,使用默认值【{_pipe_minorloss_default}】修复");
}
}
}
//过渡件
if (hydroInfo.Translations != null && hydroInfo.Translations.Count > 0)
{
foreach (var translation in hydroInfo.Translations)
{
if (translation.Diameter <= 0)
{
translation.Diameter = _pipe_diameter_default;
translation.UpdatePropStatus(nameof(translation.Diameter), ePropStatus.Lack, $"直径缺省,使用默认值【{_pipe_diameter_default}mm】修复");
}
if (translation.Roughness <= 0)
{
translation.Roughness = _pipe_roughness_default;
translation.UpdatePropStatus(nameof(translation.Roughness), ePropStatus.Lack, $"粗糙系数缺省,使用默认值【{_pipe_roughness_default}】修复");
}
if (translation.MinorLoss <= 0)
{
translation.MinorLoss = _pipe_minorloss_default;
translation.UpdatePropStatus(nameof(translation.MinorLoss), ePropStatus.Lack, $"粗糙系数缺省,使用默认值【{_pipe_minorloss_default}】修复");
}
}
foreach (var translation in hydroInfo.Translations)
{
double? tempDiameter = null;
var startNode = allNodes.Find(x => x.Code == translation.StartCode);
if (startNode != null)
{
var startLink = allLinks.Find(x => (x.StartCode == startNode.Code || x.EndCode == startNode.Code) && x.Code != translation.Code);
if (startLink != null)
{
var startPipe = startLink as Yw.Model.HydroPipeInfo;
if (startPipe != null)
{
tempDiameter = startPipe.Diameter;
if (translation.StartDiameter != startPipe.Diameter)
{
translation.StartDiameter = startPipe.Diameter;
translation.UpdatePropStatus(nameof(translation.StartDiameter), ePropStatus.Lack, $"上游直径缺省,使用上游管道【{startPipe.Code}】修复");
}
}
}
}
var endNode = allNodes.Find(x => x.Code == translation.EndCode);
if (endNode != null)
{
var endLink = allLinks.Find(x => (x.StartCode == endNode.Code || x.EndCode == endNode.Code) && x.Code != translation.Code);
if (endLink != null)
{
var endPipe = endLink as Yw.Model.HydroPipeInfo;
if (endPipe != null)
{
if (translation.EndDiameter != endPipe.Diameter)
{
tempDiameter = endPipe.Diameter;
translation.EndDiameter = endPipe.Diameter;
translation.UpdatePropStatus(nameof(translation.EndDiameter), ePropStatus.Lack, $"下游直径缺省,使用下游管道【{endPipe.Code}】修复");
}
}
}
}
if (translation.StartDiameter <= 0)
{
if (tempDiameter.HasValue)
{
translation.StartDiameter = tempDiameter.Value;
}
}
if (translation.EndDiameter <= 0)
{
if (tempDiameter.HasValue)
{
translation.EndDiameter = tempDiameter.Value;
}
}
}
}
//阀门
if (hydroInfo.Valves != null && hydroInfo.Valves.Count > 0)
{
foreach (var valve in hydroInfo.Valves)
{
if (valve.MinorLoss <= 0)
{
valve.MinorLoss = _valve_minorloss_default;
valve.UpdatePropStatus(nameof(valve.MinorLoss), ePropStatus.Lack, $"局阻系数缺省,使用默认值【{_valve_minorloss_default}】修复");
}
if (valve.Diameter <= 0)
{
var startNode = allNodes.Find(x => x.Code == valve.StartCode);
if (startNode != null)
{
var startPipe = allLinks.Find(x => x.EndCode == startNode.Code) as Yw.Model.HydroPipeInfo;
if (startPipe != null)
{
valve.Diameter = startPipe.Diameter;
valve.UpdatePropStatus(nameof(valve.Diameter), ePropStatus.Lack, $"直径缺省,使用上游管道【{startPipe.Code}】修复");
}
else
{
var endNode = allNodes.Find(x => x.Code == valve.EndCode);
if (endNode != null)
{
var endPipe = allLinks.Find(x => x.StartCode == endNode.Code) as Yw.Model.HydroPipeInfo;
if (endPipe != null)
{
valve.Diameter = endPipe.Diameter;
valve.UpdatePropStatus(nameof(valve.Diameter), ePropStatus.Lack, $"直径缺省,使用下游管道【{endPipe.Code}】修复");
}
}
}
}
}
}
}
//阻件
var allResistanceList = hydroInfo.GetAllResistances();
if (allResistanceList != null && allResistanceList.Count > 0)
{
foreach (var resistance in allResistanceList)
{
if (resistance.MinorLoss <= 0)
{
resistance.MinorLoss = _resistance_minorloss_default;
resistance.UpdatePropStatus(nameof(resistance.MinorLoss), ePropStatus.Lack, $"局阻系数缺省,使用默认值【{_resistance_minorloss_default}】修复");
}
var startNode = allNodes.Find(x => x.Code == resistance.StartCode);
if (startNode != null)
{
var startPipe = allLinks.Find(x => x.EndCode == startNode.Code) as Yw.Model.HydroPipeInfo;
if (startPipe != null)
{
resistance.Diameter = startPipe.Diameter;
resistance.UpdatePropStatus(nameof(resistance.Diameter), ePropStatus.Lack, $"直径使用上游管道【{startPipe.Code}】修复");
}
else
{
var endNode = allNodes.Find(x => x.Code == resistance.EndCode);
if (endNode != null)
{
var endPipe = allLinks.Find(x => x.StartCode == endNode.Code) as Yw.Model.HydroPipeInfo;
if (endPipe != null)
{
resistance.Diameter = endPipe.Diameter;
resistance.UpdatePropStatus(nameof(resistance.Diameter), ePropStatus.Lack, $"直径使用下游管道【{endPipe.Code}】修复");
}
}
}
}
}
}
}
#endregion
#region 装置计算
///
/// 获取扬程
///
public static double GetHead(this Yw.Model.HydroModelInfo hydroInfo)
{
if (hydroInfo == null)
{
return default;
}
double startHeadValue = 0;
var allSourceList = hydroInfo.GetAllSources();
if (allSourceList != null && allSourceList.Count > 0)
{
var startSource = allSourceList.Matching(new List()
{
Yw.Hydro.Flags.水源,
Yw.Hydro.Flags.始端,
Yw.Hydro.Flags.默认
});
if (startSource == null)
{
startSource = allSourceList.Matching(new List()
{
Yw.Hydro.Flags.水源,
Yw.Hydro.Flags.始端
});
}
if (startSource != null)
{
if (startSource is HydroTankInfo tank)
{
startHeadValue = tank.PoolElev + tank.InitLevel;
}
}
}
double endHeadValue = 0;
var allNodeList = hydroInfo.GetAllNodes();
if (allNodeList != null && allNodeList.Count > 0)
{
var endSource = allNodeList.Matching(new List()
{
Yw.Hydro.Flags.水源,
Yw.Hydro.Flags.末端,
Yw.Hydro.Flags.默认
});
if (endSource == null)
{
endSource = allSourceList.Matching(new List()
{
Yw.Hydro.Flags.水源,
Yw.Hydro.Flags.末端
});
}
if (endSource != null)
{
if (endSource is HydroTankInfo tank)
{
endHeadValue = tank.PoolElev + tank.InitLevel;
}
else if (endSource is HydroEmitterInfo emitter)
{
endHeadValue = emitter.Elev;
}
}
}
return endHeadValue - startHeadValue;
}
///
/// 获取总管流量
///
public static double? GetPipeQ(this Yw.Model.HydroModelInfo hydroInfo, HydroCalcuResult calcuResult)
{
return GetPipeQ(hydroInfo, calcuResult?.GetVisualDict());
}
///
/// 获取总管流量
///
public static double? GetPipeQ(this Yw.Model.HydroModelInfo hydroInfo, Dictionary allCalcuVisualDict)
{
if (hydroInfo == null)
{
return default;
}
if (allCalcuVisualDict == null || allCalcuVisualDict.Count < 1)
{
return default;
}
var allLinkList = hydroInfo.GetAllLinks();
if (allLinkList == null || allLinkList.Count < 1)
{
return default;
}
var link = allLinkList.Matching(new List()
{
Yw.Hydro.Flags.总管,
Yw.Hydro.Flags.出口,
Yw.Hydro.Flags.默认
});
if (link == null)
{
link = allLinkList.Matching(new List()
{
Yw.Hydro.Flags.总管,
Yw.Hydro.Flags.出口
});
}
if (link == null)
{
return default;
}
var calcuVisualResult = allCalcuVisualDict.GetValue(link.Code);
if (calcuVisualResult == null)
{
return default;
}
var calcuValue = calcuVisualResult.GetCalcuValue(Yw.Hydro.VisualCalcuProp.CalcuFlow);
if (calcuValue == null)
{
return default;
}
return Math.Round(Math.Abs(calcuValue.Value), 1);
}
///
/// 获取总管压力(绝对压力)
///
public static double? GetPipeHead(this Yw.Model.HydroModelInfo hydroInfo, HydroCalcuResult calcuResult)
{
return GetPipeHead(hydroInfo, calcuResult?.GetVisualDict());
}
///
/// 获取总管压力(绝对压力)
///
public static double? GetPipeHead(this Yw.Model.HydroModelInfo hydroInfo, Dictionary allCalcuVisualDict)
{
if (hydroInfo == null)
{
return default;
}
if (allCalcuVisualDict == null || allCalcuVisualDict.Count < 1)
{
return default;
}
var allNodeList = hydroInfo.GetAllNodes();
if (allNodeList == null || allNodeList.Count < 1)
{
return default;
}
var node = allNodeList.Matching(new List()
{
Yw.Hydro.Flags.总管,
Yw.Hydro.Flags.出口,
Yw.Hydro.Flags.默认
});
if (node == null)
{
node = allNodeList.Matching(new List()
{
Yw.Hydro.Flags.总管,
Yw.Hydro.Flags.出口
});
}
if (node == null)
{
return default;
}
var calcuVisualResult = allCalcuVisualDict.GetValue(node.Code);
if (calcuVisualResult == null)
{
return default;
}
var calcuValue = calcuVisualResult.GetCalcuValue(Yw.Hydro.VisualCalcuProp.CalcuHead);
if (calcuValue == null)
{
return default;
}
return Math.Round(calcuValue.Value, 2);
}
#endregion
}
}