MarkusV
Civil/Environmental
- Nov 7, 2009
- 2
Hello everyone,
I am trying to model a simple (open top) overfall weir in HEC-RAS 4 (e.g. a stop log weir). HEC-RAS can handle sharp crested overfall gates like this with the Rehbock equation. The weir coefficient according to Rehbock needs the weir height ("spillway approach height" in HEC-RAS). So far so good.
Problem: HEC-RAS wants me to enter the spillway approach height as a constant property of the gate in the geometry editor. Which doesn't make sense, since the value obviously changes with the gate position (A quick sketch is attached).
This negates the whole point of having the gate openings be part of the flow data, doesn't it, since I would have to alter my spillway approach height (i.e. my geometry files) for every run with different gate openings.
Am I missing something here? Or is this a flaw in HEC-RAS? Any insight or advice would be appreciated.
Cheers
Markus
I am trying to model a simple (open top) overfall weir in HEC-RAS 4 (e.g. a stop log weir). HEC-RAS can handle sharp crested overfall gates like this with the Rehbock equation. The weir coefficient according to Rehbock needs the weir height ("spillway approach height" in HEC-RAS). So far so good.
Problem: HEC-RAS wants me to enter the spillway approach height as a constant property of the gate in the geometry editor. Which doesn't make sense, since the value obviously changes with the gate position (A quick sketch is attached).
This negates the whole point of having the gate openings be part of the flow data, doesn't it, since I would have to alter my spillway approach height (i.e. my geometry files) for every run with different gate openings.
Am I missing something here? Or is this a flaw in HEC-RAS? Any insight or advice would be appreciated.
Cheers
Markus