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hydrocad over flow modelling

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thadeus

Civil/Environmental
Joined
Oct 16, 2008
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Location
US
Does anyone have a tip on modelling overflow pipes from a dry well? I just want to send a 12" perforated pipe out of the dry well, but if I use just the pipe it will be modelled as unrestricted flow rather than infiltration.
 
If you embed the dry-well in stone, the water level is assumed to be the same throughout the stone and dry-well, so you don't need to include the connecting pipe in the model.

Perhaps I don't understand the role of the pipe. Normally you would have an "overflow" only to convey excess water to another point (node) beyond the infiltration structure.

For details see

Peter Smart
HydroCAD Software
 
agreed, I don't see any reason to try and model a subdrain or dry well in hydrocad. If you want to do it, estimate the amount of exfiltration (perhaps less than 1 cfs) but design your retention basin for the full amount of runoff.
 
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