NFPA 20 sets the minimum pressure at 150% rated flow at -3 psi for tank fed
systems and max velocity of 15 fps within 10 pipe diameters of pump suction
(I think).

-Brian



On Tue, Jun 7, 2011 at 11:28 AM, Vince Sabolik <[email protected]>wrote:

>
>  I forgot, maybe the minimum suction pressure can't go below -14.7 so this
>> would mean considerably less flow than 1500.
>>
>
> I was trying to find out what maximum draft on a fire pump was last night,
> gave up
> and decided to watch the Indians lose. Again. Anyone know the answer? I'd
> like either -
> the Indians <or > that draft thing.
>
>
>
>  Where are the academics when we need some hydraulic theory?
>>
>> Bill Brooks
>>
>> William N. Brooks, P.E.
>> Brooks Fire Protection Engineering Inc.
>> 372 Wilett Drive
>> Severna Park, MD 21146-1904
>> 410-544-3620
>> 410-544-3032 FAX
>> 412-400-6528 Cell
>>
>>
>> -----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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>
> 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]
>
> _______________________________________________
> Sprinklerforum mailing list
> [email protected]
> http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
>
> For Technical Assistance, send an email to: [email protected]
>
> To Unsubscribe, send an email to:[email protected]
> (Put the word unsubscribe in the subject field)
>
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