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Flow Restrictor Computation??

thread162-173549

Flow Restrictor Computation??

Flow Restrictor Computation??

(OP)
I have restrictor plat with an orifice located in the bottom of a standpipe located within a manhole. The horizontal orifice is 24" above the bottom of the manhole. As the water fills up he MH it enters the the orifice / standpipe to the outlet. My question is how to compute the flow through this orifice as the MH fills from a detention vault upstream.

RE: Flow Restrictor Computation??

(OP)
Thanks, now I have a grasp of it

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