Tim, So based on 47 psi at one test valve and just a flow on the rest, what was 
the pressure on the suction flange of the pump? Can't you just plot 1500 gpm on 
flow test curve and subtract the friction and elevation losses between the 
supply and pump? 

Brian, Pitot the discharge for each outlet, adjust the valves to control the 
required gpm, record the total gpm, read the discharge gauge on the pump and 
subtract the pressure on the suction gauge from the pressure on the discharge 
gauge?
I'm glad tomorrow is Friday. Ron F

-----Original Message-----
From: Tim Stone [mailto:tston...@comcast.net] 
Sent: Thursday, May 15, 2014 8:51 AM
To: Ronl.Fletcher; Sprinklerforum@lists.firesprinkler.org
Subject: RE: Test Header Calc

Ron,
In my case the EOR was worried about negative pressures on the suction flange 
before the sprinkler contractor ordered the pump.

Regards,
G. Tim Stone

G. Tim Stone Consulting, LLC
NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

                117 Old Stage Rd. - Essex Jct., VT. 05452
CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
                           tston...@comcast.net

-----Original Message-----
From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org]
On Behalf Of rfletc...@aerofire.com
Sent: Thursday, May 15, 2014 11:43 AM
To: Sprinklerforum@lists.firesprinkler.org
Subject: RE: Test Header Calc

Okay, what am I missing? There are gauges on the suction and discharge sides of 
the pump, right?
Ron F

-----Original Message-----
From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org]
On Behalf Of Tim Stone
Sent: Thursday, May 15, 2014 8:36 AM
To: Sprinklerforum@lists.firesprinkler.org
Subject: RE: Test Header Calc

Brian,

I just performed this on a warehouse project with a diesel fire pump taking 
suction from a municipal water supply. The EOR wanted to know the pressures on 
the Suction Flange of the pump.
I started off with 375 GPM on each test header valve and assigned a pressure of 
47 PSI to one of the valves with just a flow on the rest. 
Adjust the starting pressure for your needs. 

Regards,
G. Tim Stone

G. Tim Stone Consulting, LLC
NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

                117 Old Stage Rd. - Essex Jct., VT. 05452
CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
                           tston...@comcast.net

-----Original Message-----
From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org]
On Behalf Of Brian Harris
Sent: Thursday, May 15, 2014 11:22 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Test Header Calc

I'm running a theoretical calc on a pump test header to try and determine if 
the existing pump is running at or near its rating, there are (4) 2-1/2"
hose valves flowing 375 gallons each. The question I have is what pressure 
would be plugged into the calc's for each valve? I have a test chart that shows 
me a 2-1/2" orifice flowing roughly 400 gpm will have a 5 pitot reading. I've 
searched for threads on converting pitot to a residual pressure and it doesn't 
seem there is any direct correlation. I've also seen post that say a pitot 
reading and the residual are pretty close at pressure under 40 psi. Any help 
would be greatly appreciated.

Brian Harris, CET
BVS Systems Inc.
Sprinkler Division
bvssystemsinc.com<http://bvssystemsinc.com/>
Phone: 704.896.9989
Fax: 704.896.1935

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