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...
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...
