36.4 gpm is the peak hourly flow that is being designed for, the system is very small. We are not interested in sewage because this lift station is being used for residential waste water so the only water reaching the wet well is from the gravity lines. I agree with the 5-8 pump starts. Ideally...
I am currently designing a lift station for a small subdivision. I have calculated the flow into the wet well to be 36.4 gpm (it is a very small system). The diameter of the force main leaving the wet well is 3 inches. I was able to calculate the total dynamic head which then allowed me to...
