Yeah but the exception to the 150% requirement is under acceptance testing &
maintenance. If you get out in the field after install and something ends up
falling short then don't sweat it as long as you can provide the greater of
either 100% or the system demand. Correct me if I'm wrong but I don't think
the intention is to design a new install ready to fail from the beginning
and from what I can gather the original poster is in the design phase.


-Brian


On Thu, Jun 9, 2011 at 2:47 PM, George Church <[email protected]> wrote:

> You need to flow 150% IF you have it available.
> Many don't realize this, and require it when it is not a #20 requirement.
>
> Just like an office building we looked at yesterday with a BCO. Doesn't
> need standpipes, IF it did it would be manual wet, and there's a horrible
> (plumber) installed fire pump to give it an automatic water supply. However,
> the FDC is about useless, cause the bypass has only a closed OS&Y on it, no
> check, so its closed or the pump would just pump in a loop. But with that
> valve closed, the FDC supply has to rotate the impeller of the pump to get
> to the FHVs. Naturally they had the sensing lines coming off a common point,
> and while the sensing lines are to come off between the discharge check and
> gate on either pump, the check is supposed to be on the pump side; these guy
> installed the gate, then the check- then the sensing line T.
>
> The ignorant leading the incompetent leds to a non-compliant installation
> that didn't even need to happen. Glad I don't own the building- it was $50
> to $100k waste of money. Nice stainless cabinets, tho. Top ones don't have
> pressure gauges.....
>
>
> George L.  Church, Jr., CET
> Rowe Sprinkler Systems, Inc.
> PO Box 407, Middleburg, PA 17842
> 877-324-ROWE       570-837-6335 fax
> [email protected]
>
>
>
> -----Original Message-----
> From: [email protected] [mailto:
> [email protected]] On Behalf Of IPA
> Sent: Wednesday, June 08, 2011 7:12 PM
> To: [email protected]
> Subject: Re: Pump, Tank, 1000 ft suction line.....
>
> George, what did you mean by "Don't think you'd have a need to provide
> positive suction head at 150%." Doesn't NFPA #20 5.14.3.2 require it to stay
> above 0 (or -3 for tanks) while flowing 150%?
>
>
>
>
> On Tue, Jun 7, 2011 at 10:43 AM, George Church <[email protected]
> >wrote:
>
> > It may- its been 10 years+ since they let me run HydraCAD back there.
> > Did you call NH and ask em?
> > One of the strengths they offer is someone who understands the program
> > answering your call.
> > You could pretend the tank is a piece of UG and is the incoming
> > supply- set your flow test up to be 10,000 GPM at .5 PSI or 0 PSI Run
> > it thru the UG including the slop you need to get positive head
> > exceeding the friction loss in the supply piping Ignore the warning of
> > low suction- Check result for positive pressure to the fire pump at
> > system demand. Don't think you'd have a need to provide positive
> > suction head at 150%.
> >
> >
> > George L.  Church, Jr., CET
> > Rowe Sprinkler Systems, Inc.
> > PO Box 407, Middleburg, PA 17842
> > 877-324-ROWE       570-837-6335 fax
> > [email protected]
> >
> >
> >
> > -----Original Message-----
> > From: [email protected] [mailto:
> > [email protected]] On Behalf Of Ralphy
> > Henderson
> > Sent: Tuesday, June 07, 2011 1:00 PM
> > To: [email protected]
> > Subject: RE: Pump, Tank, 1000 ft suction line.....
> >
> > No, I don't need a PC to do the calc but I'd like for hydra calc to
> > show all this w/o an additional set. Things like that tend to confuse
> > the AHJ's - especially hand written things. You would think a multi
> > thousand dollar program would be able to take the calc from a tank to
> > the pump and to the system in one report - but it looks like that's not
> the case.
> >
> >
> >
> >
> >
> >
> >
> > --- On Tue, 6/7/11, George Church <[email protected]> wrote:
> >
> > From: George Church <[email protected]>
> > Subject: RE: Pump, Tank, 1000 ft suction line.....
> > To: "[email protected]"
> > <[email protected]>
> > Date: Tuesday, June 7, 2011, 4:47 PM
> >
> > Why not take a piece of paper, write down the length of the run,
> > multiply it by the FL/ft, and use a calculator to multiply the two and
> > get the friction loss?
> > Then correct for any dif in elevation by multiplying the dif x .433.
> > It really isn't that hard and you really don't need a pc to run a
> > simple supply calc.
> >
> > Ok, maybe I should say you SHOULDn'T need a pc....
> >
> >
> > George L.  Church, Jr., CET
> > Rowe Sprinkler Systems, Inc.
> > PO Box 407, Middleburg, PA 17842
> > 877-324-ROWE       570-837-6335 fax
> > [email protected]
> >
> >
> >
> > -----Original Message-----
> > From: [email protected] [mailto:
> > [email protected]] On Behalf Of Ralphy
> > Henderson
> > Sent: Tuesday, June 07, 2011 12:29 PM
> > To: [email protected]; [email protected]
> > Subject: RE: Pump, Tank, 1000 ft suction line.....
> >
> > 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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> > >__________ Information from ESET NOD32 Antivirus, version of virus
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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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