polyroly
Chemical
- Mar 29, 2007
- 34
Good Morning Everyone!
It has been a long time since I have had to size a PSV and I am a little rusty
My scenario is blocked outlet from a pump (centrifugal) capable of 110m of head at shutoff. My questions is............what do I use for a flowrate for the relief case? I can't use the design point that the pump is operating at or I get a rediculous orifice size and that can't be correct.
Any help would be appreciated!
Regards,
polyroly
It has been a long time since I have had to size a PSV and I am a little rusty
Any help would be appreciated!
Regards,
polyroly