So you have run into a sprinkler scientist (AHJ). I feel your pain.

Balancing the flow in a system is a lost art completely ignored by the
computer programs we use today. Computer programs bump up the end head
pressure to create equal pressures at a flow split. Without knowing the
particulars of the system design these suggestions may or may not make a
difference.

* You could re-calc using velocity pressure if it isn't a grid it should
get you a little closer.
* Tweak the riser nipple diameters to better balance the pressures at
the crossmain. 
*Use higher pressure from a sprinkler with a smaller orifice i.e. change
from K11 to K8.
* If the sprinklers are not equally spaced make sure your not
overflowing some of the heads. Check actual flow compared to minimum
required.

Good Luck,

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Joe
Burtell
Sent: Thursday, July 31, 2008 7:20 AM
To: [email protected]
Subject: RE: Water Supply

The AHJ is what George said, not allowing me to extrapolate beyond the
test
point on the curve of 1210 gpm. Does anyone know of any sections in NFPA
that would hint that I can extrapolate beyond the 1210 gpm or can't? 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of George
Church
Sent: Thursday, July 31, 2008 6:12 AM
To: [email protected]
Subject: RE: Water Supply

I believe what Joe has encountered is an AHJ who doesn't realize what
EXTRAPOLATION on a water supply graph is.  Interpolating a point on a
curve
is when the demand falls between your static and residual points;
extrapolation is when the demand is past the point where the residual
flow
was measured. Chris is 100% right on the iffy-ness of a 300 GPM flow
extrapolated out to 1200. But 31 gpm past the measured point? I'd ask
the
AHJ to cite code to indicate where you are wrong.

Probably time for a #13 committee member letter or an informal
interpretation. Or a day in hydraulics class for the AHJ?

glc

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Chris
Cahill
Sent: Wednesday, July 30, 2008 2:19 PM
To: [email protected]
Subject: RE: Water Supply

It most certainly does in the context of lowering the residuals to a
pressure less than your design pressure and providing more water at a
lower
pressure that is then boosted to the pressure needed.  This is what we
(or
at least I) though Joe's problem was at first, he was 31 gpm on the
wrong
side of the curve. 

Perhaps it was the way it was implied that confusion was created. Agreed
pump's don't create water but create AVAILABLE water (to a point) at a
desired pressure.

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [EMAIL PROTECTED]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of
[EMAIL PROTECTED]
Sent: Wednesday, July 30, 2008 12:48 PM
To: [email protected]
Subject: RE: Water Supply

SNIP


And for others,  adding a pump does not create more water.   A pump will
not
add 31 gpm to the source.


Craig L. Prahl, CET
Fire Protection Group
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[EMAIL PROTECTED]
http://www.ch2m.com


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