Super-pipe storage slope
Super-pipe storage slope
(OP)
I am going to control the run off using two orifices( lower and upper) with super pipe storage. I would like to keep the super pipe slope to a minimum. What is the commonly use minimum slope?
I use 1200mm dia CSP.
Thanks!
I use 1200mm dia CSP.
Thanks!





RE: Super-pipe storage slope
RE: Super-pipe storage slope
RE: Super-pipe storage slope
RE: Super-pipe storage slope
RE: Super-pipe storage slope
RE: Super-pipe storage slope
For systems like the chambers and perforated pipe that store water in the #57 or #4 stone voids I always lay the pipes and chambers flat. There's a 6 inch bed of underdrain rock that I slope 0.5 percent and use an underdrain to collect the water at the low point. Those designs have 2 pipes entering the OCS (the underdrain and the overflow pipe). You will save lots of money typically going with the rock void storage, even when stone is expensive. Smaller system all together.
1200 mm?? - I'd go with chambers - look up StormTech
David