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How to design a priming chamber for a centrifugal pump meant to lift water from below grade sump?
Is there any relationship between flow and chamber size for holding time calculation?
This may have some ideas: http://www.google.com/search?sourceid=ie7&q=centrifugal+pump+priming+tank&rls=com.microsoft:en-us:IE-SearchBox&ie=UTF-8&oe=UTF-8&rlz=1I7ACEW_enUS408US408