RRRENG
Civil/Environmental
- Feb 7, 2007
- 3
Hi All,
This is my first post to this forum. I had a question. I have modelled a pond with an outlet control structure consisting of a low flow orifice (Flowing to Device 1) and sharp crested weir (Also flowing to Device 1) discharging to a culvert (Modelled as the Primary).
The report states that the weir and the orifice are controlling the flows and the culvert passes XXX of XXX potential flow. We have a consultant who is reviewing this project for the Town and he is questioning whether or not the hydraulic entry head requirements of the discharge culvert are being adequately accounted for. It is my understanding that HydroCAD would account for this as when I make the outlet pipe very small, the culvert is what becomes the controlling factor.
Has anyone had this similar problem in the past? How would you respond to the consultant's concerns.
Any insight would be greatly appreciated.
Thanks.
This is my first post to this forum. I had a question. I have modelled a pond with an outlet control structure consisting of a low flow orifice (Flowing to Device 1) and sharp crested weir (Also flowing to Device 1) discharging to a culvert (Modelled as the Primary).
The report states that the weir and the orifice are controlling the flows and the culvert passes XXX of XXX potential flow. We have a consultant who is reviewing this project for the Town and he is questioning whether or not the hydraulic entry head requirements of the discharge culvert are being adequately accounted for. It is my understanding that HydroCAD would account for this as when I make the outlet pipe very small, the culvert is what becomes the controlling factor.
Has anyone had this similar problem in the past? How would you respond to the consultant's concerns.
Any insight would be greatly appreciated.
Thanks.