Dan, any way to check the 'tap' at the street?  Some kind of restriction at
that location may be possibility.

Ed Kramer
Littleton, CO

> -----Original Message-----
> From: [EMAIL PROTECTED] [mailto:sprinklerforum-
> [EMAIL PROTECTED] On Behalf Of danarbel
> Sent: Tuesday, February 19, 2008 9:08 AM
> To: [email protected]
> Subject: RE: C-Factor for old piping
> 
> The difference is between Hydrant in the street and Hydrant in the
> internal
> yard of the premises just after the service connection.
> 
> Dan Arbel
> Tel: 972-4-8243337
> Fax: 972-4-8243278
> M: 972-52-2810593
> 
> -----Original Message-----
> From: [EMAIL PROTECTED]
> [mailto:[EMAIL PROTECTED] On Behalf Of Ron
> Greenman
> Sent: Tuesday, February 19, 2008 5:30 PM
> To: [email protected]
> Subject: Re: C-Factor for old piping
> 
> Dan,
> 
> Is the 40% difference before and after all the equipment you
> mentioned, all before, or all after?
> 
> On Feb 19, 2008 7:02 AM, danarbel <[EMAIL PROTECTED]> wrote:
> >
> > Todd,
> >
> > Regarding the service connection - can't be simpler.
> >
> > Static Pressure in the Yard and in the Public Street.
> >
> > Flow hydrant in the Yard,
> >
> > Residual Pressure in another hyd in the Yard and in a Hydrant on the
> Street.
> >
> >
> > Static the same, Residual 40% difference.
> >
> > It is as simple as that.
> >
> > No use for C-Factor:  There are Valves, Strainer, Flowmetrer,
> Backflow
> > Presenter.
> >
> > Dan
> >
> >
> > Dan Arbel
> > Tel: 972-4-8243337
> > Fax: 972-4-8243278
> > M: 972-52-2810593
> > -----Original Message-----
> > From: [EMAIL PROTECTED]
> > [mailto:[EMAIL PROTECTED] On Behalf Of Todd
> Williams
> > - FPDC
> > Sent: Tuesday, February 19, 2008 2:01 PM
> > To: [email protected]
> >
> > Subject: RE: C-Factor for old piping
> >
> > Dan,
> >
> > How are you setting up the test for flowing inside the building? Have
> > you tried running one of these as a hydraulic gradient and
> > empirically determining the C factor? What pipe materials are being
> > used? If what you are concluding is correct, then should we be using
> > a C factor of 84 instead of 140 for underground calcs.
> >
> >
> >
> >
> > At 06:33 AM 2/19/2008, you wrote:
> >
> > >I think I was misunderstood, because I raised two issues concerning
> the
> > >reliability of the calculations and mfg data.
> > >
> > >A.      New systems and
> > >B.      Old systems.
> > >
> > >NEW SYSTEMS:
> > >
> > >In tests made across new service connections I got pressure losses
> ranging
> > >from 30% to 45%.  Just last week on a brand new system I got 40%
> loss.
> > >
> > >Imagine a designer advising the principal that he can construct a
> warehouse
> > >with reliance on the public supply providing 910 gpm for sprinklers
> based
> > >upon ample water from the Public Supply, all based on Public Supply
> testing
> > >on the street and hydraulic calculation.
> > >
> > >Then, after completing the system, test is made next to the Risers
> and it
> > >appears at the design pressure there is only 600gpm available.
> > >
> > >The flow test was made inside the premises; residual pressure was
> measured
> > >both within the premises and in the street.
> > >
> > >The residual pressure within the premises was lower 40% from that on
> the
> > >street.  All valves are open and there is no explanation based on Mfg
> data
> > >and any calculation.
> > >
> > >Now think about the liability of the people involved.
> > >
> > >
> > >OLD SYSTEMS:
> > >
> > >A total different situation is the old pipe.  There I got loss of
> 75%.
> > >
> > >In one location there was a design of ESFR requiring 1750 gpm.  In
> order
> to
> > >get that the principal had to replace a pump and to install 1500-2000
> gpm
> > >pump.
> > >
> > >The test I made on behalf of Insurer proved that the mains can
> deliver
> only
> > >500gpm at the required pressure.
> > >
> > >In another location, 6" connection from a pump to risers, the demand
> was
> > >1780 gpm at 110 psi.  The actual measured supply was 400 gpm at 110
> psi.
> > >
> > >Dan
> > >
> > >
> > >Dan Arbel
> > >Tel: 972-4-8243337
> > >Fax: 972-4-8243278
> > >M: 972-52-2810593
> > >-----Original Message-----
> > >From: [EMAIL PROTECTED]
> > >[mailto:[EMAIL PROTECTED] On Behalf Of Ron
> Greenman
> > >Sent: Monday, February 18, 2008 8:15 PM
> > >To: [email protected]
> > >Subject: Re: C-Factor for old piping
> > >
> > >There are the two extremes Dan was originally talking about. Old
> pipes
> > >with a 140 and old pipes with 40% degradation. Then you get the water
> > >purveyor that won't let you touch his stuff at all or at best will
> > >only allow flow testing at midnight (what percentage do you add to
> get
> > >a decent picture of peak use?) and only if you capture the water and
> > >process out the chlorine he put in it. Or he'll give you water data
> on
> > >a 50s system that was done in 1986 from a hydrant somewhere close. Or
> > >he'll model flow by computer since somehow his modeling data can
> > >magically disspell all the concerns we've been talking about for the
> > >past few days. And, by the way, running that program will take four
> to
> > >six weeks. On top of that nobody from the A&E team is going to take
> > >responsible charge and the GC who just accepted (verbal, not signed)
> > >George's design/build proposal didn't do it until two days before
> > >GEORGE was supposed to start and now George is holding up the
> project.
> > >And somehow we manage to get out a product with a huge success rate
> in
> > >spite of all that, public apathy, owner hostility and often spotty
> > >maintenance. There are few days that pass when I'm not sure that
> > >running a hot dog stand isn't a better idea.
> > >
> > >On 2/18/08, George Church <[EMAIL PROTECTED]> wrote:
> > > > Only time I had a requirement that we felt was obscene to degrade
> an
> > > > existing UG loop - the local AHJ wanted us to use like C=90 for
> 1960's
> > (?)
> > > > UG loop around a plant being rebuilt after roof collapse (snow).
> > > >
> > > > Part of our work included cutting out a section of te existing UG
> and
> we
> > > > left a piece of the existing sitting there for the AHJ to examine;
> it
> > was
> > > > clean as a whistle and he then, if memory serves me correctly,
> C=140
> or
> > at
> > > > least something closer to reality (and not requiring a booster
> pump
> > after
> > > > the booster pump). Call it a flow test by visual examination:)
> > > >
> > > > glc
> > > >
> > > > -----Original Message-----
> > > > From: [EMAIL PROTECTED]
> > > > [mailto:[EMAIL PROTECTED] On Behalf Of
> Roland
> > > > Huggins
> > > > Sent: Monday, February 18, 2008 12:24 PM
> > > > To: [email protected]
> > > > Subject: Re: C-Factor for old piping
> > > >
> > > > agreed.  AS already stated by others,  old underground water
> supplies
> > > > require a flow test to assign a reliable C value.  Let's not
> forget
> > > > to assign a continued amount of degradation if the existing
> > > > conditions are accepted verses designing to what is tested today.
> I
> > > > must confess not exactly sure what NFPA 24 says (if anything)
> since
> > > > that memorized text is assigned to a portion of the memory bank
> that
> > > > is not longer accessible.
> > > >
> > > > Roland
> > > >
> > > > On Feb 18, 2008, at 8:43 AM, [EMAIL PROTECTED] wrote:
> > > >
> > > > > We
> > > > > certainly cannot go to the design standard as it is designing
> with
> new
> > > > > pipe.  So, what is the answer?
> > > >
> > > > _______________________________________________
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> > > >
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> > >
> > >
> > >--
> > >Ron Greenman
> > >at home....
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> > >No virus found in this incoming message.
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> > >05:50
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> > >
> > >_______________________________________________
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> >
> > Todd G. Williams, PE
> > Fire Protection Design/Consulting
> > Stonington, Connecticut
> > www.fpdc.com
> > 860.535.2080
> > _______________________________________________
> > Sprinklerforum mailing list
> > [email protected]
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> > 05:50
> >
> >
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> 
> 
> --
> Ron Greenman
> at home....
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