George,
I thought that if you did not flow past your gauge hydrant that your
residual reading would be off. Have I been wrong all these years?    

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of George
Church
Sent: Friday, January 23, 2009 11:47 AM
To: [email protected]
Subject: RE: water test location

Maybe I have Friday-it is, but what possible difference could it be to
reading pressure at a point whether your gauge is attached to a hydrant,
city side of a BFP as Todd did, or a hose bib on a house with another
faucet cracked open to prevent their BFP from being closed? Its accurate
measurement of the pressure that is important, not the method of
attachment to the piping network.

I just did a flow test on 12/26 for a grocery store. My competitors had
run a test for the same property for their adjacent strip stores. They
flowed the hydrant at the site, and took static and residual at a
hydrant 44' below the site, 1/4 mile away, because there was only one
hydrant in the shopping center, out front of an existing store. I flowed
the hydrant out front, and took pressure readings from the same place
Todd did, city side tap on BFP.
Sure, the readings were past the point I was flowing. But you can't tell
me that it is more accurate to ignore 1/4 mi of piping, along with large
elevation differences, versus data collected right at the site with a
minimum of corrections required.

We adjusted for lowest tank gradient, I cannot tell from their results
if they did or not. But somehow, they end up with 10 PSI more pressure
than I did while flowing twice the volume. So its not a surprise they
beat my bid on their strip stores, eh? Of course, my COR for a fire pump
should make up for that, and I wonder what the local AHJ will say about
the divergence of supply when looking at the two submittals at same
site? That's one where I wouldn't want to be hanging pipe in advance of
approvals :) since I hope the AHJ investigates further. Another time
when calibrated gauges and hose monsters and adjusting for tank gradient
versus "saving money" and using a pitot tube will pay off when
explaining test procedures if asked by the AHJ so he can ascertain who
has the more accurate depiction of the real supply at the site?



glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Jim
Johnston
Sent: Friday, January 23, 2009 11:05 AM
To: [email protected]
Subject: RE: water test location

Todd,

I have never heard of testing this way, I have always used a minimum of
two hydrants.  On a looped system if you have the manpower or water
usage isn't an issue use three hydrants taking the pressure readings
from the middle hydrant.  Do you have access to NFPA 291, this has some
good diagrams for you to use.

Jim Johnston, P.E.
Fire Protection Engineer
Inland Fire Protection, Inc
1100 Ahtanum Road
Yakima, WA 98903
Phone 509-248-4471
Fax 509-248-1180
[email protected]


-----Original Message-----
From: Todd Williams [mailto:[email protected]]
Sent: Friday, January 23, 2009 7:30 AM
To: [email protected]
Subject: water test location

I did a flow test a couple of days ago on an underground main that had
recently been looped. There is a main that feeds a hydrant and
sprinklers to the building at the end of the loop. I flowed the hydrant
and read the pressures off the first test port on the backflow preventer
(before any checks) on the system riser. The contractor called me this
morning and said my test was not valid because I didn't use two
hydrants, like it says in NFPA. I think I am OK and the effective point
would be the connection of the main to the sprinkler system feed. Am I
right or am I missing yet another obscure ruling?

Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  

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