processeng01
Mechanical
- Nov 7, 2006
- 19
Hi all,
Can anyone point me in the right direction as to how I should approach below problem I am facing:
I am designing a pumping system where condensate transfer pump discharges water directly to boiler feedwater pump in a power plant with no tank in between. (My condenser is deaerating type. I do not want to put additional atmospheric tank nor a pressurized deaerator in between). My concern is that when the boiler pump is started up, its suction side may cavitate because there is no real reservoir per se. (At this time condensate pump would be running on minimum recirculation line.) I have seen in another project that a pulsation dampener is used in suction side of boiler pumps. I surmised that this equipment is used as a means of preventing cavitation due to above mentioned phenomenon. Am I correct? If so, how do we size a pulsation dampener for such a case?
Thanks in advance
Can anyone point me in the right direction as to how I should approach below problem I am facing:
I am designing a pumping system where condensate transfer pump discharges water directly to boiler feedwater pump in a power plant with no tank in between. (My condenser is deaerating type. I do not want to put additional atmospheric tank nor a pressurized deaerator in between). My concern is that when the boiler pump is started up, its suction side may cavitate because there is no real reservoir per se. (At this time condensate pump would be running on minimum recirculation line.) I have seen in another project that a pulsation dampener is used in suction side of boiler pumps. I surmised that this equipment is used as a means of preventing cavitation due to above mentioned phenomenon. Am I correct? If so, how do we size a pulsation dampener for such a case?
Thanks in advance