One other item you should be aware of; is not to exceed 15ft/sec in velocity
head on the suction side.  NFPA 20 2010 4.14.3.3

Ed Cyr
Alpha Fire
San Luis Obispo, CA

On Tue, Jun 7, 2011 at 9:28 AM, Ralphy Henderson
<[email protected]>wrote:

> Bob,
>
> That's kind of what I was getting at. I'll probably just have to submit a
> separate calc showing the 150% pump rating through the pump to the tank to
> prove the losses are acceptable. Does anyone know if there is a way to do
> this in a single calc in hydracalc? I can put in an additional water
> 'source' but then would have to enter in a static, res, and flow for the
> tank to get it to run through the program and these numbers are unknown
> (except for static).
>
> Thanks,
>
> RB
>
>
> --- On Mon, 6/6/11, Bob <[email protected]> wrote:
>
> From: Bob <[email protected]>
> Subject: RE: Pump, Tank, 1000 ft suction line.....
> To: [email protected]
> Date: Monday, June 6, 2011, 11:05 PM
>
> Ralph,
> Looking at this I'm coming up with 20.3 psi loss in 1000' of pipe not
> counting fittings and valves.
> (4.52*1000.00^1.85)/(140^1.85*6.4^4.85) = .0203   .0203 * 1000 = 20.3.
> 6.4" is ID of 6" Tyton Joint Pipe DI.  Fittings and valves will increase
> your losses.  At 1500 gpm you will have .43 psi / ft loss.  These numbers
> will vary depending on pipe type and ID.
> As far as how to do it;  I think I would simply run the numbers through the
> calculation back to the tank.  Or better yet, if there are hydrants fed off
> of the tank have a flow test performed and calc back to that point of
> connection.
>
> Bob Knight, CET III
> 208-318-3057
> www.firebyknight.com
>
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Vince
> Sabolik
> Sent: Monday, June 06, 2011 4:37 PM
> To: [email protected]; [email protected]
> Subject: Re: Pump, Tank, 1000 ft suction line.....
>
> Ralph -
>
> My rough calcs say about 16 psi loss at 100% flow and 34 psi loss at 150%
> flow.
> Unless this is an elevated tank, or your source is uphill from the pump,
> this won't work.
>
> At 06:32 PM 6/6/2011, you wrote:
> >at 1000 gpm, you are going to lose about 2 psi per 100' of 6"
> >ductile iron pipe.  At 1500 gpm, you are going to lose about 5 psi /
> >100' of DI pipe.  You need to have enough elevation between the tank
> >and pump to provide a positive pressure at the suction flange.
> >
> >On 6/6/2011 3:28 PM, Ralphy Henderson wrote:
> >>Hi All,
> >>
> >>Can someone explain to me how one would go about calculating a fire
> >>pump being fed solely from a water storage tank but with a 6" x
> >>1,000 ft suction line? I've calculated fire pumps off of tanks that
> >>had a small 10 ft. suction lines directly off the tank but never one
> >>with this amount of underground line and I'm concerned about making
> >>sure friction losses in the suction are properly accounted for. The
> >>pump is 75 psi @ 1000 gpm.
> >>
> >>We use hydracalc, and typically when a fire pump and tank scenario
> >>comes up we have only one 'source', the pump, being specified.
> >>Would this change in this instance? I guess the main thing I'm
> >>concerned about is coming up with a negative pressure at the suction
> >>flange due to such a long run.
> >>
> >>Any help?
> >>
> >>-RB
> >>
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>
> Vince Sabolik
> Christi Fire Protection, Inc.
> 11351 Pearl Road
> Strongsville, Ohio 44136
>
> T 440 572-7730  F 440 572-7719  Email:
> <mailto:[email protected]>[email protected]
>
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