fmn
Civil/Environmental
- Oct 18, 2007
- 2
On one of our facilities we have an influent well fed by force main with discharge handled by a submersible pump. The pump wears out frequently due to running too much. From the elevation at which the pump takes in influent to that elevation at which the influent discharges downstream is 4'.
The pump in question is spec'd to require 12' of head on the discharge side. It is thought that by adding pipe to create the 12' of head needed, the pump would then operate in an efficient manner and would not wear so quickly.
Two questions arise from the proposed solution:
1) Is the solution plausible?
2) Or, would it be possible to find a pump that would operate in the given situation with only the existing 4'elevation change?
Thanks for any comments, questions, suggestions, etc.
The pump in question is spec'd to require 12' of head on the discharge side. It is thought that by adding pipe to create the 12' of head needed, the pump would then operate in an efficient manner and would not wear so quickly.
Two questions arise from the proposed solution:
1) Is the solution plausible?
2) Or, would it be possible to find a pump that would operate in the given situation with only the existing 4'elevation change?
Thanks for any comments, questions, suggestions, etc.