I do a lot of this work in NYC and we just use the gravity pressure as the 
static number and drop 1 psi for residual pressure. Then divide the gravity 
tank volume by your hazard (i.e. light = 30 minutes, and ord haz = 40 minutes) 
for the flow number.

Steven


From: Sprinklerforum <[email protected]> On Behalf 
Of Travis Mack, SET, CFPS, CWBSP, RME-G
Sent: Wednesday, May 15, 2019 11:31 AM
To: [email protected]
Subject: RE: Water Test From Storage Tank

Computer models do it all the time.

[MFP_logo_F]<http://www.mfpdesign.com/>
Travis Mack, CFPS, CWBSP, RME-G, SET
MFP Design, LLC
3356 E Vallejo Ct
Gilbert, AZ 85298
480-505-9271
fax: 866-430-6107
[email protected]<mailto:[email protected]>
www.mfpdesign.com<http://www.mfpdesign.com>

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From: Sprinklerforum 
<[email protected]<mailto:[email protected]>>
 On Behalf Of Mike Stossel
Sent: Wednesday, May 15, 2019 8:27 AM
To: 
[email protected]<mailto:[email protected]>
Subject: Water Test From Storage Tank

I have an existing building with a sprinkler system that is supplied by a 
gravity tank located on the roof.  They are modifying the first floor of the 
building that will require hydraulic calculations.  Is it possible to 
mathematically create a waterflow test  accurately, or do you need to actually 
perform a water flow test at the 1st floor level?

Mike Stossel SET
[400dpiLogoCropped]
36 Barren Road
East Stroudsburg, PA 18302
Office: 973-670-2627
[email protected]<mailto:[email protected]>

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