using Yw.EPAnet;
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using Yw.Hydro;
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using Yw.Model;
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namespace Yw.WinFrmUI
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{
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/// <summary>
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/// 水力信息拓展
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/// </summary>
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public static class HydroModelInfoExtensions
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{
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#region 可见字典
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/// <summary>
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/// 获取可见字典
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/// </summary>
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public static Dictionary<string, HydroVisualInfo> GetVisualDict(this Yw.Model.HydroModelInfo hydroInfo)
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{
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if (hydroInfo == null)
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{
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return default;
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}
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var allVisualList = hydroInfo.GetAllVisuals();
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return allVisualList?.ToDictionary(x => x.Code);
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}
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#endregion
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#region 修复管网方向
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/// <summary>
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/// 修复管网方向
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/// </summary>
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public static bool RepairLinksDirection(this Yw.Model.HydroModelInfo hydroInfo, out string msg)
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{
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msg = string.Empty;
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if (hydroInfo == null)
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{
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return false;
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}
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var checkResult = hydroInfo.Check();
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if (!checkResult.Succeed)
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{
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msg = "检查失败导致无法进行试算，停止管网修复！";
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return false;
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}
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var calcuResult = hydroInfo.Calcu(Yw.EPAnet.CalcuMode.Simple);
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if (!calcuResult.Succeed)
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{
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msg = "试算失败，停止管网修复！";
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return false;
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}
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var allLinkList = hydroInfo.GetAllLinks();
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if (allLinkList != null && allLinkList.Count < 1)
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{
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msg = "模型中未包含管段信息，停止管网修复！";
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return false;
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}
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int count = 0;
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foreach (var link in allLinkList)
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{
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var calcuLink = calcuResult.LinkList?.Find(x => x.Code == link.Code);
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if (calcuLink == null)
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{
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continue;
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}
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if (!calcuLink.CalcuFlow.HasValue)
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{
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continue;
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}
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if (calcuLink.CalcuFlow.Value < 0)
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{
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var tempCode = link.StartCode;
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link.StartCode = link.EndCode;
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link.EndCode = tempCode;
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count++;
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}
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}
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msg = $"修复完成，共修复管段({count})个！";
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return true;
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}
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#endregion
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#region 修复参数
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private const double _pipe_diameter_default = 500;//管道默认直径
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private const double _pipe_roughness_default = 110;//管道默认粗糙系数
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private const double _pipe_minorloss_default = 0.1;//管道默认粗糙系数
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//阀门默认局阻系数
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private const double _valve_minorloss_default = 0.3d;
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/// <summary>
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/// 修复参数
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/// </summary>
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public static void RepairParas(this Yw.Model.HydroModelInfo hydroInfo, out string msg)
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{
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msg = string.Empty;
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if (hydroInfo == null)
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{
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return;
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}
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var allNodes = hydroInfo.GetAllNodes();
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var allLinks = hydroInfo.GetAllLinks();
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//管道
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if (hydroInfo.Pipes != null && hydroInfo.Pumps.Count > 0)
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{
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foreach (var pipe in hydroInfo.Pipes)
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{
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if (pipe.Diameter <= 0)
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{
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pipe.Diameter = _pipe_diameter_default;
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pipe.UpdatePropStatus(nameof(pipe.Diameter), ePropStatus.Lack, $"直径缺省，使用默认值【{_pipe_diameter_default}mm】修复");
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}
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if (pipe.Roughness <= 0)
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{
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pipe.Roughness = _pipe_roughness_default;
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pipe.UpdatePropStatus(nameof(pipe.Roughness), ePropStatus.Lack, $"粗糙系数缺省，使用默认值【{_pipe_roughness_default}】修复");
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}
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if (pipe.MinorLoss <= 0)
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{
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pipe.MinorLoss = _pipe_minorloss_default;
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pipe.UpdatePropStatus(nameof(pipe.MinorLoss), ePropStatus.Lack, $"粗糙系数缺省，使用默认值【{_pipe_minorloss_default}】修复");
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}
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}
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}
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//过渡件
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if (hydroInfo.Translations != null && hydroInfo.Translations.Count > 0)
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{
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foreach (var translation in hydroInfo.Translations)
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{
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if (translation.Diameter <= 0)
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{
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translation.Diameter = _pipe_diameter_default;
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translation.UpdatePropStatus(nameof(translation.Diameter), ePropStatus.Lack, $"直径缺省，使用默认值【{_pipe_diameter_default}mm】修复");
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}
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if (translation.Roughness <= 0)
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{
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translation.Roughness = _pipe_roughness_default;
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translation.UpdatePropStatus(nameof(translation.Roughness), ePropStatus.Lack, $"粗糙系数缺省，使用默认值【{_pipe_roughness_default}】修复");
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}
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if (translation.MinorLoss <= 0)
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{
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translation.MinorLoss = _pipe_minorloss_default;
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translation.UpdatePropStatus(nameof(translation.MinorLoss), ePropStatus.Lack, $"粗糙系数缺省，使用默认值【{_pipe_minorloss_default}】修复");
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}
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}
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foreach (var translation in hydroInfo.Translations)
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{
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double? tempDiameter = null;
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var startNode = allNodes.Find(x => x.Code == translation.StartCode);
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if (startNode != null)
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{
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var startLink = allLinks.Find(x => x.EndCode == startNode.Code);
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if (startLink != null)
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{
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var startPipe = startLink as Yw.Model.HydroPipeInfo;
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if (startPipe != null)
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{
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tempDiameter = startPipe.Diameter;
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if (translation.StartDiameter != startPipe.Diameter)
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{
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translation.StartDiameter = startPipe.Diameter;
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translation.UpdatePropStatus(nameof(translation.StartDiameter), ePropStatus.Lack, $"上游直径缺省，使用上游管道【{startPipe.Code}】修复");
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}
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}
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}
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}
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var endNode = allNodes.Find(x => x.Code == translation.EndCode);
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if (endNode != null)
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{
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var endLink = allLinks.Find(x => x.StartCode == endNode.Code);
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if (endLink != null)
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{
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var endPipe = endLink as Yw.Model.HydroPipeInfo;
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if (endPipe != null)
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{
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if (translation.EndDiameter != endPipe.Diameter)
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{
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tempDiameter = endPipe.Diameter;
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translation.EndDiameter = endPipe.Diameter;
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translation.UpdatePropStatus(nameof(translation.EndDiameter), ePropStatus.Lack, $"下游直径缺省，使用下游管道【{endPipe.Code}】修复");
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}
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}
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}
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}
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if (translation.StartDiameter <= 0)
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{
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if (tempDiameter.HasValue)
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{
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translation.StartDiameter = tempDiameter.Value;
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}
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}
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if (translation.EndDiameter <= 0)
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{
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if (tempDiameter.HasValue)
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{
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translation.EndDiameter = tempDiameter.Value;
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}
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}
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}
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}
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//阀门
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if (hydroInfo.Valves != null && hydroInfo.Valves.Count > 0)
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{
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foreach (var valve in hydroInfo.Valves)
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{
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if (valve.MinorLoss <= 0)
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{
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valve.MinorLoss = _valve_minorloss_default;
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valve.UpdatePropStatus(nameof(valve.MinorLoss), ePropStatus.Lack, $"局阻系数缺省，使用默认值【{_valve_minorloss_default}】修复");
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}
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if (valve.Diameter <= 0)
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{
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var startNode = allNodes.Find(x => x.Code == valve.StartCode);
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if (startNode != null)
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{
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var startPipe = allLinks.Find(x => x.EndCode == startNode.Code) as Yw.Model.HydroPipeInfo;
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if (startPipe != null)
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{
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valve.Diameter = startPipe.Diameter;
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valve.UpdatePropStatus(nameof(valve.Diameter), ePropStatus.Lack, $"直径缺省，使用上游管道【{startPipe.Code}】修复");
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}
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else
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{
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var endNode = allNodes.Find(x => x.Code == valve.EndCode);
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if (endNode != null)
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{
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var endPipe = allLinks.Find(x => x.StartCode == endNode.Code) as Yw.Model.HydroPipeInfo;
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if (endPipe != null)
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{
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valve.Diameter = endPipe.Diameter;
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valve.UpdatePropStatus(nameof(valve.Diameter), ePropStatus.Lack, $"直径缺省，使用下游管道【{endPipe.Code}】修复");
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}
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}
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}
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}
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}
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}
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}
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}
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#endregion
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}
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}
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