Oversized pipe detention
Oversized pipe detention
(OP)
I am working on design of a site that needs storm water detention without an above ground pond, so I am going with oversized pipes. Does anyone know how to calculate incremental volume of a sloped pipe? I can't seem to find info in any of the literature.
Thanks
Thanks





RE: Oversized pipe detention
this has been discussed on the above thread
RE: Oversized pipe detention