Basically, the project is connecting one town with another through a sanitary sewer interceptor for treatment. It starts with a force main pumping wastewater from town "A" to a high point in town "B" and is then gravity to a connection point in town "B". Problem is there is an elevation...
Does anyone have any experience in a single barrel depressed sewer design for a sanitary sewer application? Flow will be continuous from a force main upstream. Approx. flow: .3MGD. Elevation difference (inv. to inv.): approx. 30 feet.
Hoping someone could point me in the right direction! Thanks!