using Yw.EPAnet;
using Yw.Hydro;
using Yw.Model;
namespace Yw.WinFrmUI
{
///
/// 水力信息拓展
///
public static class HydroModelInfoExtensions
{
#region 可见字典
///
/// 获取可见字典
///
public static Dictionary GetVisualDict(this Yw.Model.HydroModelInfo hydroInfo)
{
if (hydroInfo == null)
{
return default;
}
var allVisualList = hydroInfo.GetAllVisuals();
return allVisualList?.ToDictionary(x => x.Code);
}
#endregion
#region 修复管网方向
///
/// 修复管网方向
///
public static bool RepairLinksDirection(this Yw.Model.HydroModelInfo hydroInfo, out string msg)
{
msg = string.Empty;
if (hydroInfo == null)
{
return false;
}
var checkResult = hydroInfo.Check();
if (!checkResult.Succeed)
{
msg = "检查失败导致无法进行试算,停止管网修复!";
return false;
}
var calcuResult = hydroInfo.Calcu(Yw.EPAnet.CalcuMode.Simple);
if (!calcuResult.Succeed)
{
msg = "试算失败,停止管网修复!";
return false;
}
var allLinkList = hydroInfo.GetAllLinks();
if (allLinkList != null && allLinkList.Count < 1)
{
msg = "模型中未包含管段信息,停止管网修复!";
return false;
}
int count = 0;
foreach (var link in allLinkList)
{
var calcuLink = calcuResult.LinkList?.Find(x => x.Code == link.Code);
if (calcuLink == null)
{
continue;
}
if (!calcuLink.CalcuFlow.HasValue)
{
continue;
}
if (calcuLink.CalcuFlow.Value < 0)
{
var tempCode = link.StartCode;
link.StartCode = link.EndCode;
link.EndCode = tempCode;
count++;
}
}
msg = $"修复完成,共修复管段({count})个!";
return true;
}
#endregion
#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
//阀门默认局阻系数
private const double _valve_minorloss_default = 0.3d;
///
/// 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.EndCode == startNode.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);
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");
}
}
}
}
}
}
}
}
#endregion
}
}