Thank you, everyone, for your contributions thus far.
I think the most likely situation is as Gibby53 and 25362 have said: a steam pocket forms somewhere in the pipe and is collapsed when the flash tank pump operates. The flash tank pump operates intermittently.
I believe that the trap header normally receives very low flow such that pockets of fluid at different temperatures can form due to the condensate flows from the several different steam traps feeding the trap header. The flow is significantly increased when the flash tank pump turns on. When one of the hot water pockets flows through the 8 foot riser, it may flash. In this case the geometry would be water above and below the steam pocket in the riser. The steam pocket cannot support the water above it and therefore collapses causing a water hammer event
A second situation that may be present, as mentioned by Gibby53 and 25362, is that the trap header may be only partially full of water such that saturated steam forms over a cooler layer of water in the lower portion of the pipe (i.e., a stratified configuration). Since the system is relatively stagnant, a layer of condensate can build up between the cooler water and the saturated steam. The condensate layer would be at the same temperature as the steam, therefore the configuration of saturated steam over cooler water could be maintained for a long period of time. Even a very small amount of flow could then cause a disturbance that breaks the insulating layer of condensate resulting in rapid condensation of the steam, thereby causing a water hammer event (similar to situation 4 of Gibby53). Thus, when the flash tank pump kicks in, even if the flow is throttled, a water hammer event will occur. The system engineer has tried to throttle the pump flow to reduce the water hammer event, but this has not had any positive effect on the situation.
So, right now, it seems fairly certain that a two-phase configuration is developing, but what is uncertain is exactly how and where the steam is forming.
Could faulty steam traps be causing the two-phase flow condition? After passing through the 8 ft riser, there is a horizontal run of pipe that connects to the deaerator. Could it be that the horizontal run of pipe slowly drains over time? Are trap headers susceptible to water hammer in general?
It is possible to instrument the header piping to determine P’s and T’s. This might help explain the fluid state and geometry in the pipe.
Any other ideas or experience anyone may have is welcome.
TREMOLO.