DrJim
Mechanical
- Jan 9, 2008
- 15
I have a 24" weld neck flange (23.25" ID) and a stopper plate on the flange side that is 6.25" above the flange when open. The flow is coming out the flange and hitting this plate, and in effect, turning 90 degrees to exit. The stopper is supported by 5 ea 1.66" dia pipes above the bolt holes in the flange and parallel to the flow stream. How do I calculate Cv for this device?