I'm currently reviewing post-construction monitoring data for stormwater treatment of TSS. The removal efficiency goal is 80%, however the average removal efficiency measure for the site is 62%. The average TSS leaving the site is under 20 mg/l with a few hits just below 30 mg/l. Is there any...
Thanks for your advice. I wanted to make sure that I was not overlooking any restrictions that would effect the discharge of the buried pipe. Thanks again.
I'm confussed as to how to model a buried perforated pipe that is capturing and discharging water. For the storage portion I have embedded the 12" pipe in stone and now am trying to set the discharge parameters for the pipe. Do I use the orifice routed to the 12" pipe for the perforations? If...
I am modeling stormwater runoff in a quarry and want to use the ten feet of shot rock below the floor as storage for runoff. Assuming the shot floor has a limited void space (10%) for storage,what would be the best way to model the discharge to a detention basin on the quarry floor? Also...
Is it only the splash pad being buried or the pipe too?
Does the flow from the pipe have enough force to clear the end if it becomes buried?
Is the problem erosion? If so, what is occurring?
If this outlet is to a beach that is dynamic, I would think that the burial of perforated pipes might...
