maceng11
Mechanical
- May 27, 2011
- 3
Hello all,
I will start my thread by describing the problem at hand:
An industrial plant is divided into 4 units. A typical steam condensate collection system is located in each unit is comprised of of a collection tank, heat exchanger to cool the condensate, redundant pumps and the I&C control system to turn on/off the pumps. The systems are located at the lowest elevation of the plant (elevation 0.0ft) and the condensate is lifted (pumped) at a pressure of 72psig @195F through 2.5in pipe (very long run) to a higher elevation from each unit to the 6.0in horizontal condensate return header which is located at 45.0ft elevation. The condensate reaches the header at 155F and unknown pressure. This header then collects the condensate from all units to be discharged to a sump channel which has a pressure slightly below atmospheric. The condensate return header is plagued with the problem of steam hammer which is often severe enough to break hangers an supports.
I have examined the problem and believe that the vapor pressure of condensate reaching the header is still sufficiently high to promote local steam flashing which then collapses as it condenses due to heat loss and we get the steam hammer effect along straight runs, bends and elbows (no need to detail the phenomenon as I think it is quite common). What I am proposing as an engineering solution is to install a pressure control station (e.g. pressure control valve PCV)to impose a slight back pressure on the header to make sure it flooded with condensate all the time and keep the its pressure sufficiently higher that the vapor pressure of the condensate. It goes without saying that this PCV must be installed as close as possible to the final discharge point; otherwise, the condensate will have enough time and distance to partially flash back into steam.
I would really appreciate your feedback, comments and any documented evidence of same or similar solutions.
Many thanks,
Maceng
I will start my thread by describing the problem at hand:
An industrial plant is divided into 4 units. A typical steam condensate collection system is located in each unit is comprised of of a collection tank, heat exchanger to cool the condensate, redundant pumps and the I&C control system to turn on/off the pumps. The systems are located at the lowest elevation of the plant (elevation 0.0ft) and the condensate is lifted (pumped) at a pressure of 72psig @195F through 2.5in pipe (very long run) to a higher elevation from each unit to the 6.0in horizontal condensate return header which is located at 45.0ft elevation. The condensate reaches the header at 155F and unknown pressure. This header then collects the condensate from all units to be discharged to a sump channel which has a pressure slightly below atmospheric. The condensate return header is plagued with the problem of steam hammer which is often severe enough to break hangers an supports.
I have examined the problem and believe that the vapor pressure of condensate reaching the header is still sufficiently high to promote local steam flashing which then collapses as it condenses due to heat loss and we get the steam hammer effect along straight runs, bends and elbows (no need to detail the phenomenon as I think it is quite common). What I am proposing as an engineering solution is to install a pressure control station (e.g. pressure control valve PCV)to impose a slight back pressure on the header to make sure it flooded with condensate all the time and keep the its pressure sufficiently higher that the vapor pressure of the condensate. It goes without saying that this PCV must be installed as close as possible to the final discharge point; otherwise, the condensate will have enough time and distance to partially flash back into steam.
I would really appreciate your feedback, comments and any documented evidence of same or similar solutions.
Many thanks,
Maceng