I am reviewing a document for a duplex submersible sewage lift station and it makes reference to a modified pump head capacity curve where the friction losses in the suction and discharge piping of the individual pumps are omitted from the system head-capacity curve. It says "instead, these...
I'm running a pipeline from blowers with a discharge pressure of 10 psig to an aerated cell roughly 30 ft away. I intend on using carbon steel pipe, but wondering about the schedule. Can schedule 10 CS piping be used?
We have a piping situation that is not ideal, but can't be avoided. We have a tank with roughly 10 feet of liquid which can drain down to roughly 1 ft of liquid. A vertical pipe draws liquid out of this tank, up and over the wall of the tank and back down the other side to a self priming pump...
