R h e t o r I c a l 

:) you know how much time I have to chase spikage these days.....

glc

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Thom
Sent: Tuesday, January 25, 2011 11:31 AM
To: [email protected]
Subject: RE: Hangers and pressure surges

George:

The Watts Series 276H300 will record the spike of any surge, but only the 
highest pressure spike. It's pretty cheap, see the link below.

http://www.freshwatersystems.com/p-1288-water-pressure-gauge-w-hose-connecti
on-0-300-psi-with-red-max-indicator-series-276h300.aspx?affiliateid=10051&ut
m_source=pricegrabber&utm_medium=Feed&utm_campaign=Product&utm_term=PG25300-
MIP


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of George Church
Sent: Monday, January 24, 2011 4:24 PM
To: [email protected]
Subject: RE: Hangers and pressure surges

I'll ask the rhetorical question, wince, and hope for no answer:
How would one determine the "surge" pressure since it would have variables like 
velocity of water upstream causing the spike, and I'd assume you'd determine 
that empirically.

Ok, we've got to run a flow test and a water hammer test? Put a recorder on 
hydrant and leave it a week or 2? How are you gonna catch the spikes?

If we had to do this, I think I'd remember how to figure it. And we do- its the 
static pressure.

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Thomas Watt
Sent: Friday, January 21, 2011 12:11 AM
To: [email protected]
Subject: Re: Hangers and pressure surges

Wouldn't every system with a FDC potentially see operating pressures above 100# 
?


Thomas Watt
Foreman/Service Tech






On Thu, Jan 20, 2011 at 3:28 PM, Roland Huggins
<[email protected]>wrote:

> I don't believe it was the intent to apply the requirement to the 
> possible build-up of pressure from surges but to the actual available 
> supply.  The definition in 3.3.19 does state exclusive of surges.
> Combined with the new expansion of requiring a relief valve on all wet 
> pipe systems instead of just gridded systems (7.1.2.1 2010 ed), says 
> to me that it's the characteristics of the  water supply that drive 
> the
requirement.
>
> Roland
>
>
>
>
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