I assume that the highest point of the riser will have a large bore air release 
valve, so the Fire Service don’t get a large slug of air when they open the 
hose nozzle.

If you use a “diaphragm” deluge valve such as the TYCO DV-5 or Clayton, Bermad, 
etc the opening speed is not as quick and you can fit a pilot orifice to 
control speed of opening.

This is much smoother than the older latched deluge valve.

Cheers,

Russell Gregory,

Christchurch, New Zealand

 

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Prahl, Craig/GVL
Sent: Wednesday, 13 March 2019 3:00 AM
To: [email protected]
Subject: Water hammer in Dry or deluge systems

 

So, I’ve got an FPE and ME questioning about water hammer in a deluge system.

 

We have a unique installation where we have two levels of hose connections (one 
array at 12 ft AFF and one at 60 ft AFF) for manual firefighting in an 
unconditioned assembly building which is 145 ft high.

 

Due to the non-heated condition, one proposed concept for a semi-automatic 
system is to use an electric release deluge valve to charge the system from 
manual pull stations.

 

Flow rate will be 1,000 gpm at somewhere near 150ish psi though 600-800 ft of 
pipe inside the bldg. 

 

The FPE and ME are concerned with water hammer in the piping when the deluge 
valve opens based on how fast the valve opens.

 

Has anyone dealt with or had to provide calcs for this?  NFPA 13, 14, etc. are 
fairly silent on the issue.  Is it even an issue?  I’ve never had this brought 
up before on an interior system.

 

Anyone have any data on how fast a solenoid operated deluge valve opens?

 

Craig Prahl | Jacobs | Group Lead – Fire Protection | 864.676.5252 |  
<mailto:[email protected]> [email protected] |  
<http://www.jacobs.com/> www.jacobs.com

 

 

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