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  1. WastewaterM

    Headloss Calculation for Parallel Pumps with Common Suction Piping

    Thanks for the response. I had previously designed several pumps with short/non-existent/purely individual suction runs as you stated (using flow to each pump for the suction side) where it really wouldn't have changed things by more than a few psi and never gave too much extra thought about the...
  2. WastewaterM

    Headloss Calculation for Parallel Pumps with Common Suction Piping

    Hi everyone! New guy here though I’ve lurked quite a bit. I have a couple of questions that have been bothering me a bit regarding pump/system curves in a parallel pumping set-up and came across this old thread (http://www.eng-tips.com/viewthread.cfm?qid=245347 - numbered as thread407-245347)...

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