Indeed, it does sound like a legit question. I guess the next question would be 
does the city have a minimum pressure requirement? 

--- On Wed, 11/17/10, ParsleyConsulting <[email protected]> wrote:

From: ParsleyConsulting <[email protected]>
Subject: Re: Fire Pump's
To: [email protected]
Date: Wednesday, November 17, 2010, 10:45 PM

Ralphy,

>From the material that Brian sent over to me, he did indeed show the pump 
>flowing 150% of it's rated capacity back to the municipal supply.

At that point on the supply curve the municipal supply could deliver the flow, 
but it would only be at a pressure of approximately 18.8 psi

The supply curve was 86 psi static, 68 psi residual, at a flow of 920 gpm.  The 
pump was rated at 1250 gpm at 75 psi.

And I think you're right, based on the info I read in the '10 edition of 
NFPA-20, as well as the notes in NFPA-25 on annual testing, this calculation 
should be done.

The FM who Brian was dealing with wasn't concerned about the sizing of the 
underground, or for that matter, the demand of the fire sprinkler system.  His 
only concern was - apparently - what pressure is available from the supply when 
the flow is pushed to 150% of the rated capacity?  Sounds to me like a 
legitimate question.

PARSLEY CONSULTING
Ken Wagoner, SET
760.745.6181 voice
760.745.0537 fax
[email protected] <mailto:[email protected]>e-mail
www.ParsleyConsulting.com <http://www.ParsleyConsulting.com>website


On 11/17/2010 1:12 PM, Ralphy Henderson wrote:
> I've done separate calcs in the past just showing the friction losses 
> occurring during 150% of rated flow. Shouldn't this be done anyways to verify 
> that the municipal water pressure isn't getting dangerously low?
> 
> I'd just show the fire pump flowing the 150% with nothing else going on just 
> to verify A) The UG is sized appropriately and B) You're not sucking the 
> municipal water dry.
> 
> 
> 
> 
> 
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