My pleasure Dude, you too.
On Nov 4, 2016 6:37 PM, "Rocci Cetani 3" <[email protected]> wrote:

> Thanks B-RAD! Have a good weekend
>
>
>
> *Rocci Cetani III, **CET*
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> *From:* Sprinklerforum [mailto:[email protected].
> org] *On Behalf Of *Brad Casterline
> *Sent:* Friday, November 04, 2016 4:22 PM
> *To:* [email protected]
> *Subject:* Re: velocity in pipes
>
>
>
> But as a bench mark, at 37 ft/sec is where Darcy-Weisbach starts exceeding
> Hazen-Williams in psi/ft friction loss.
>
> Brad
>
> On Nov 4, 2016 6:03 PM, "Brad Casterline" <[email protected]> wrote:
>
> 2+2=4
>
> Like Roland says ~velocity is self-limiting~ meaning you can get it going
> as fast as the supply pressure allows.
> The only "20" I have heard cities concern themselves with is city water
> residual pressure in their pipes.
>
> Thanks for the nod Rocci :)
>
> brad
>
> On Nov 4, 2016 5:52 PM, "Rocci Cetani 3" <[email protected]> wrote:
>
> We have a situation where half of a building is exposed expanded plastics
> on rack storage and the other half is storage on pallets of exposed
> expanded plastics. With the pump we need the pipe is large on the rack side
> (8” mains and 3” branchlines) on the pallet storage its 6” mains and I can
> get down to 1.5” branch lines but it jacks the velocity up to around 30-35
> in the 1.5” pipe. I don’t believe NFPA has a standard on velocities in
> pipes  but I know a lot of cities don’t allow over 20 ft. per second.
> What’s a good bench mark not to go above? I feel a Brad explanation coming
> with lots of math…….
>
>
>
> Thanks in advance for all your answers.
>
>
>
> *Rocci Cetani III, **CET*
>
> *Designer*
>
> *Water-Based Fire Protections Systems Layout, Nicet Level III*
>
>
>
> *Northern California Fire Protection Services Inc.*
>
> 16840 Joleen Way Bldg. A
>
> Morgan Hill, CA 93037
>
> P-(408) 776-1580 EXT.111
>
> F-(408) 776-1590
>
>
>
>
>
> [email protected]
>
> www.norcalfire.com
>
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