FireSprinkler
Mechanical
- Jul 17, 2003
- 17
I have a standpipe system in a high-rise building and am using pressure restricting valves (Cla-val #90-21). Any thoughts on the 'best' way to do the hydraulic calculations with the pressure restricting valves? Could I simply calc back top the valve itself and plug in 1000gpm (flow required for my standpipes) at a given pressure, or do I go back to the pump but figure the valve in somehow?
Does anyone have any experience with this sort of arrangement?
Does anyone have any experience with this sort of arrangement?