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  1. AmbroseChappel

    Selecting pumps for two pump stations discharging into a header

    Thank you for your reply, TenPenny. This seems so intuitive to me now I cannot believe it didn't occur to me in the first place. Cheers.
  2. AmbroseChappel

    Selecting pumps for two pump stations discharging into a header

    Hello, I would like to design two pump stations of similar but not equal elevation and capacity which discharge to a common header. I can calculate the head losses up to the point of the header, which is where my confusion begins. How can I calculate the head loss through the header when both...

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