Deuce Pump HGL Steady Design
Deuce Pump HGL Steady Design
(OP)
I am using watercad to model a distribution system. Does anyone know how to model a pump that needs to maintain pressure zones to keep a tank from exceeding a certain HGL.
I need to know how to calculate the following to do this:
Shutoff Head
Design Head
Max Operating
Thanks a mill...(try to keep replies in lame mans language...thanks)
I need to know how to calculate the following to do this:
Shutoff Head
Design Head
Max Operating
Thanks a mill...(try to keep replies in lame mans language...thanks)





RE: Deuce Pump HGL Steady Design
Why is a layman trying to analyze a distribution system? Are there no engineers available ?
Good luck
RE: Deuce Pump HGL Steady Design
RE: Deuce Pump HGL Steady Design
Good luck
RE: Deuce Pump HGL Steady Design
RE: Deuce Pump HGL Steady Design
It matters, a lot, what horsepower the pumps put out and whether they operate in series or in parallel. How they are controlled is another factor you'll want to understand.
No one on this forum can answer all these and other questions you may have. These things can be modeled in EPANET or WaterCad but one needs to see and understand the entire system; sources, pumps, tanks, control valves, etc., before running the model.
Good luck