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??
ftp
/Hydraulics/Hydraulics%20Manual/Chapter_12/CHAPTER_12.pdf
You will need to edit out the line breaks to use the link.
RE: Flow Restrictor Computation??