I'm working on a project in an existing 7-story building with an existing 500 gpm 70 psi fire pump.
We are installing a new 4-story riser outside the pump room, and a question of water hammer/surge protection has come up. The existing equipment does not indicate any special considerations for this. Most (not all) zone valve assemblies incorporate pressure relief valves, and all new zones will have them, as well. Hydrant test static was 65psi. In general, what conditions would prompt you to consider the possibility of water hammer or pressure surge being an issue? How do you go about evaluating this, if it is a potential issue? Thanks in advance. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
4 Comments
Dan Wilder
1/17/2025 07:55:41 am
There should not be any issue....until there is an issue. You can show the current status by putting on a digital pressure recorder on the supply side of the incoming line for a couple days to see if there are any wild swings.
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Glenn Berger
1/17/2025 08:42:42 am
Water hammer should not be an issue except potentially at pressurization of the system. If it does occur you need to look for elevation changes in the piping network where air pockets may be formed. The other potential scenario is where a check valve is not seated correctly.
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Jack G
1/17/2025 09:21:47 am
Water hammer in a piping system is a large banging or knocking sound when the flow of water is stopped or change direction suddenly. It’s caused by a pressure surge, or shock wave that travels thru the pipe at the speed of sound ( as I learned in my college fluid mechanics course - Che eng) .
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Anthony
1/20/2025 07:48:22 am
Check out a wafer check specifically the Kennedy valve fig 806 is listed as a water hammer dampening device. Might be applicable here.
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