kirsner,
Yes, the waterhammer occurs following pump initiation. The system operator tried a new procedure that involved throttling of a flow control valve to reduce the pumped flow rate. The pumped flow was reduced to 170 gpm into the 8” trap header. Even with this procedure in place, strong waterhamemr events were observed. So, it seemed that this was not purely a column closure event.
katmar,
Rerouting piping, naturally, is easier said then done. For instance, section “H” is a vertical riser that goes up to the ceiling and then passes through a wall into an adjacent room. The aux boiler deaerator sits on the floor of the adjacent room. There are also some asbestos concerns. It may not be easy, but we should take a closer look at this option.
Another solution we are considering is the addition of a surge suppressor to arrest the water hammer pressure wave. We have had success with surge suppressors in other applications. The surge tank dampens the peak water hammer pressure, slows the rate of pressure rise, and mitigates any pressure ringing in the system. Any thoughts on this approach would be welcome.
Thank you for your continued interest and help with this this problem.
P.S.
In response to an earlier inquiry for more information, here is a table that includes pipe diameters and lengths. The information is provided for pipe sections labeled A through K from my earlier sketch. The information is nominal diameter and length:
A – 4”, 24’
B – 4”, 30’
C – 4”, 48’
D – 4”, 10’
E – 8”, 7’
F – 8”, 4.8’
G – 8”, 5.75’
H – 8”, 13’
I – 8”, 34’
J – 8”, 2.75’
K – 8”, 1.5’
Tremolo.