Be careful, is it really a "requirement" when the FMDS says "should" and not 
"shall"?


Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Chappell, Carl
Sent: Wednesday, December 29, 2010 10:24 AM
To: [email protected]
Subject: RE: USACE Velocity

FM Global does have requirements on the friction loss equations that are to be 
used when the velocity exceeds a certain criteria.  For FM systems, the use of 
Darcy-Weisbach is required if the velocity exceeds 30 ft/s; otherwise 
Hazen-Williams is the acceptable method for anything below 30 ft/s.  This is in 
FM Data Sheet 2-0.  

The Hazen Williams method is not invalid at the higher velocities, from what I 
understand it somewhat loses it becomes less conservative in the estimates of 
friction loss.   



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Brad Casterline
Sent: Wednesday, December 29, 2010 9:12 AM
To: [email protected]
Subject: RE: USACE Velocity

Velocity restrictions are bad for dry systems-- huge capacities at the same
time as demand is way under the curve.
I was wondering why GSA would pay big money for something they want to last
100 years, but then not maintain it very well?

-----Original Message-----
From: Mark Sornsin [mailto:[email protected]] 
Sent: Wednesday, December 29, 2010 8:58 AM
To: [email protected]
Subject: RE: USACE Velocity

One last thing to note about the velocity restrictions: their use helps to
continue the myth throughout engineering circles that they are a necessity.
I am certain most engineers who see a GSA spec with the velocity
restrictions aren't thinking it is there merely to give a larger safety
factor. Instead they are thinking things like :'high velocity is bad for
pipes'; 'it is too noisy'; 'the H-W equation is invalid at high velocities',
etc. So they continue to keep it within THEIR specs, which are seen by other
engineers and AHJs - and the myths of velocity restrictions continue.

And if there is a desire to keep the restrictions in place strictly for the
more robust design, then please explain it in the specs, so the myths aren't
promulgated. 'As an additional safety factor, all pipe velocities shall be
limited...' At least then if the design goes awry the designer/engineer can
come back and explain why the restriction should be lifted for their
particular case.

Mark A. Sornsin, PE | Fire Protection Engineer
Ulteig Engineers, Inc. |Fargo, ND 
Direct:    701. 280.8591 | www.ulteig.com

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Ron Greenman
Sent: Tuesday, December 28, 2010 5:40 PM
To: [email protected]
Subject: Re: USACE Velocity

Given your argument maybe the oversized main/velocity restriction is
just a simpler way to get desired results in most cases but your
example points to the less than most cases and is valid. And maybe a
simple way to beat the devil isn't any more warranted than designing
to the extreme least costly. Comes back to the fact that some projects
are less critical than others and lend themselves to the low bid at
any cost philosophy, some have higher goals that can be dealt with by
using rule of thumb requirements, and some are so high value that
neither approach works, but since each project is unique until
defined. Each has to be analyzed and assessed, the cost of that
assessment being commensurate with the benefit of paying for it.Mark's
example requires a lot of value engineering to avoid very high
unnecessary costs, a strip mall or the latest Meth Lab Manor apartment
complex needs to be low-balled, while most projects may be somewhere
in between.

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