kaet
Civil/Environmental
- Feb 6, 2007
- 4
I am designing a wet well to meet current and future design flows (507 gpm, 910 gpm (2050). To prevent the influent piping from coming in at a very high elevation in the wet well to be above future design lead pump on elevation, I am considering using a drop manhole type inlet into the wet well. When flows increase, the influent will be high enough to be above the lead pump on elev. for 910 gpm. At future flows, the drop section could be plugged or left open. Has anyone ever performed or seen this before? If so, was it effective? Are there any other ideas? I want to avoid having the influent pipe splash into the wet well for current design flows. I also want to avoid using the approach pipe for storage because I don't think it can be very long.