When selecting a pump do you have to look at high points in the force main?
Ex. Wetwell elevation is 10 but the forcemain has to get over a highpoint of elevation 100 midway thru the pipe run and the discharge is elevation 10.
Your TDH would be headloss + 0 since the suction and discharge elevations are the same but dont you have to "get over the hump" in the middle of the run?
Ex. Wetwell elevation is 10 but the forcemain has to get over a highpoint of elevation 100 midway thru the pipe run and the discharge is elevation 10.
Your TDH would be headloss + 0 since the suction and discharge elevations are the same but dont you have to "get over the hump" in the middle of the run?