AlfredDFW
Structural
- Feb 10, 2007
- 4
I have a rectangular-shape in plan detention pond with sloping sides (4H: 1V) that is discharging through an orifice. I have inflow volumes of water at increments of 10mins. up to two hours, an orifice size at certain elevation (for water discharge to the storm system). Do you know of a program that gives me the volume discharge so that I can get the required storage volume? It would be even better if the program considers the shape of the detention pond and give me the water surface elevation in the tank.