icesmith
Chemical
- Aug 1, 2015
- 4
I am to design a booster pump to be used to transfer water from a tank to an existing water header which is elevated about 30 meters from the tank. Pressure on the tapping point is estimated at 30 psig. In determining the required head, can I only consider the tapping point pressure or the pressure at the final common discharge tank (common discharge of header to an open tank).
Another, the tapping point is near a deep well pump (about 10 m. distance). Current discharge pressure of pump is at 30 psig (which is why tapping point is also assumed 30 psig as both points can be assumed to be in the same elevation. If I assume 100 psig in tapping point, and design pump to give 100 psig at that point, I am assuming that this will affect the near deep well pump and lower its capacity due to additional head (100 psig from the booster pump). Is this correct?
Any help is much appreciated. Thanks.
Another, the tapping point is near a deep well pump (about 10 m. distance). Current discharge pressure of pump is at 30 psig (which is why tapping point is also assumed 30 psig as both points can be assumed to be in the same elevation. If I assume 100 psig in tapping point, and design pump to give 100 psig at that point, I am assuming that this will affect the near deep well pump and lower its capacity due to additional head (100 psig from the booster pump). Is this correct?
Any help is much appreciated. Thanks.