alexcmmi
Civil/Environmental
- May 14, 2008
- 35
A supplier brought to my attention that I had an unusually high velocity going through a check valve in a PS design I was working on...
Pump is split case, 10" suction x 8" discharge. Design point is 2604 gpm at 177'. Service is raw (high quality) water, 60 deg F - nothing out of the ordinary.
Coming off the pump flange face, I have a 90 bend, and then check after the bend. I increase to my line size after the check.
My line velocities are fine, however, the velocities through the check are rather fast (15 fps at operating point, - higher at peak flows).
What is typical max velocity through a check?
Further, while the pumps are VFD driven, the nature of the application is that the flows could be low - with cycling at off peak times. What is the MIN velocity needed so that I dont get 'flutter' (not sure of the word) of the check?
Probably use a tilted disc type or air cushioned swing.
Thanks in advance
Pump is split case, 10" suction x 8" discharge. Design point is 2604 gpm at 177'. Service is raw (high quality) water, 60 deg F - nothing out of the ordinary.
Coming off the pump flange face, I have a 90 bend, and then check after the bend. I increase to my line size after the check.
My line velocities are fine, however, the velocities through the check are rather fast (15 fps at operating point, - higher at peak flows).
What is typical max velocity through a check?
Further, while the pumps are VFD driven, the nature of the application is that the flows could be low - with cycling at off peak times. What is the MIN velocity needed so that I dont get 'flutter' (not sure of the word) of the check?
Probably use a tilted disc type or air cushioned swing.
Thanks in advance