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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>
> 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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