Thank you bimr for this clear and thorough description! This seems like it would work nicely in an application where the inflows have been screened of debris.
Due to the small scale of the project I'm working on (design peak flow 35gpm) and a design criteria to keep the O&M burden low, I'm not...
thread161-148604
I came across this helpful comment by Ussuri as I need to split flow from a gravity sewer evenly into two settling tanks in parallel.
"In certain cases (septic tanks in parallel) the invert of the inlet is below the invert of the outlet, and a flooded splitter chamber is...
