What all those guys said.

On Thu, Jun 19, 2014 at 8:12 AM, Mark A. Sornsin, P.E. <
[email protected]> wrote:

> ..and it's also a bigger problem if you're not dealing with 8" DIP, but 50
> yr old cast iron pipe. I have seen that differentiation blown off many
> times, but the repercussions CAN be significant. What is the C factor on 50
> yr. old cast iron? If you can't determine it empirically, then FM may tell
> you 75 to as low as 40. Which equates to about 3.5 psi to 11 psi,
> respectively, at 400 gpm (& 1,000 ft.). So which coefficient would you use
> if FM was not on the job? What would "code" require?
>
> Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection
> Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 |
> http://www.kfiengineers.com
>
> -----Original Message-----
> From: Sprinklerforum [mailto:
> [email protected]] On Behalf Of Scott A
> Futrell
> Sent: Thursday, June 19, 2014 9:21 AM
> To: [email protected]
> Subject: RE: Location of Flow Test in Calc's
>
> Totally agree, however if the concept isn't understood it morphs to the
> email that started this thread.  400 gpm through old 4" or 6" is a bigger
> problem.
>
> The right way is to calculate to the flow, get the information to do it
> right.  If it is a single-feed loop and you are on the remote end of that
> loop from the supply and the test, you need to account for the loss.
>
> Scott
>
> (763) 425-1001x12 Office
> (612) 759-5556 Cell
>
> -----Original Message-----
> From: Sprinklerforum [mailto:
> [email protected]] On Behalf Of IPA
> Sent: Thursday, June 19, 2014 9:08 AM
> To: [email protected]
> Subject: Re: Location of Flow Test in Calc's
>
> In light & ordinary hazards it's usually not a big deal as long as you've
> accounted for elevation differences. 400 gpm flowing through a thousand
> feet of 8" DIP equates to a little over 1 psi friction loss.
>
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-- 
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

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