RE: fire pump test header size

2007-03-05 Thread Greg McGahan
OK To follow up with my mistaken theology on this issue Tom at AFSA has
straightened me out.

When you calculate using the form  A.5.19.3.4(2) from NFAP #20 you are
adding the Pitot pressure in so the pressure you calculate is actually what
you need at the pump discharge. In my case it is approximately 70 psi and I
have 120 psi available.

Thanks,
Greg McGahan

Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852



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RE: fire pump test header size

2007-03-04 Thread Haji, Jaber M
Any one has a collective file of common mistakes of sprinkle   system
design that he/she would like to chair with us? Thanks in advance.

JABER. M. AL-HAJI
[EMAIL PROTECTED]
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RE: fire pump test header size

2007-03-03 Thread Greg McGahan
See the appendix Figure A.5.19.3.4(2) in NFPA 20 2007 edition for the method
I used. I need 43 psi at required pump discharge.

The pump is rated @ 185 psi @ 750 gpm. At 150% flow we will have approx. 120
psi at pump discharge. 

Am I looking at this wrong or does this mean that we basically need 163 psi
at pump discharge in order to get the 150% flow?

So if we have 43 psi flowing 1125 gpm at pump suction, we got it. If not, we
don't?

I can not think clearly anymore so let me know where I am wrong if I am
wrong.
Thanks,

Greg

Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852


-Original Message-
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Tom Duross
Sent: Friday, March 02, 2007 3:22 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: fire pump test header size

What did you calculate for an outlet?  Just the manifold (5-10'), tee
(5-15'), nipple(?) and valve (5-25')?
At what flow per 2.5 outlet?  250 per?  What happens when you put
50-75-100' of hose, playpipe, monster or meter on it?
I'm sure the upsize rule is to minimize friction loss.  If it's in the
standard, it must be done.

Interesting thing I just noticed this afternoon.  I just got home from an
acceptance test just now.
I used 4 digital flowmeters on a derby cap for a 1500 GPM diesel.  They have
pressure gauges on them for FDV testing.
We had a gauge on the 8 to the derby with (6) 2.5 angle valves just inside
the wall at the butterfly header valve.
At 2250, we had a 16 PSI drop from the gauge on the 8 to the gauges on the
meters.  I thought that was substantial.
We pretty much balanced the flow between the four meters but a drop that
great was surprising to me.
3' of 8 to a derby (this is like a bullhead tee hydraulically I would
imagine) and a 2.5x5 nipple and angle valve.
16 PSI at roughly 550 GPM.  I thought this to be substantial and they all
read the same and are almost new.

Tom Duross


Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852
This is from the 2007 edition of NFPA #20.

5.19.3.4 Pipe Size. The pipe size shall be in accordance with one of the
following two methods:

(1)  Where the pipe between the hose valve header and connection to the
pump discharge pipe is over 15 ft (4.5 m) in length, the next larger pipe
size than required by 5.19.3.1.3 shall be used.

(2)*  This pipe is permitted to be sized by hydraulic calculations based
on a total flow of 150 percent of rated pump capacity, including the
following:

(a)  This calculation shall include friction loss for the total length
of pipe plus equivalent lengths of fittings, control valve, and hose valves,
plus elevation loss, from the pump discharge flange to the hose valve
outlets.

(b)  The installation shall be proven by a test flowing the maximum
water available.


I just calculated a test header located approx. 65' from a 750 gpm pump and
it seems to work easily with 6 pipe flowing 1,125 gpm in lieu of increasing
the pipe to 8. Has anyone got experience using this method?

Space is the issue and 6 works much better then 8 in this situation.


Thanks,
Greg McGahan


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RE: fire pump test header size

2007-03-02 Thread Ray Vance
Greg,

I have calc'd numerous test headers at distances from 16ft to more than
100' from the fire pump discharge.
I have never had an instance where the calc's did not work with.

I am sure there must be a situation that has concerned the NFPA
committees enough to include the requirement, but I do not know what it
is.

Thanks,

Ray Vance 
Chief Engineering Tech
Wayne Automatic Fire Sprinklers, Inc.
www.waynefire.com

-Original Message-
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Greg
McGahan
Sent: Friday, March 02, 2007 2:54 PM
To: sprinklerforum@firesprinkler.org
Subject: fire pump test header size



Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852
This is from the 2007 edition of NFPA #20.

5.19.3.4 Pipe Size. The pipe size shall be in accordance with one of the
following two methods: 

(1)  Where the pipe between the hose valve header and connection to
the
pump discharge pipe is over 15 ft (4.5 m) in length, the next larger
pipe size than required by 5.19.3.1.3 shall be used. 

(2)*  This pipe is permitted to be sized by hydraulic calculations
based
on a total flow of 150 percent of rated pump capacity, including the
following: 

(a)  This calculation shall include friction loss for the total
length
of pipe plus equivalent lengths of fittings, control valve, and hose
valves, plus elevation loss, from the pump discharge flange to the hose
valve outlets. 

(b)  The installation shall be proven by a test flowing the maximum
water available. 


I just calculated a test header located approx. 65' from a 750 gpm pump
and it seems to work easily with 6 pipe flowing 1,125 gpm in lieu of
increasing the pipe to 8. Has anyone got experience using this method?

Space is the issue and 6 works much better then 8 in this situation.


Thanks,
Greg McGahan

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RE: fire pump test header size

2007-03-02 Thread Tom Duross
What did you calculate for an outlet?  Just the manifold (5-10'), tee
(5-15'), nipple(?) and valve (5-25')?
At what flow per 2.5 outlet?  250 per?  What happens when you put
50-75-100' of hose, playpipe, monster or meter on it?
I'm sure the upsize rule is to minimize friction loss.  If it's in the
standard, it must be done.

Interesting thing I just noticed this afternoon.  I just got home from an
acceptance test just now.
I used 4 digital flowmeters on a derby cap for a 1500 GPM diesel.  They have
pressure gauges on them for FDV testing.
We had a gauge on the 8 to the derby with (6) 2.5 angle valves just inside
the wall at the butterfly header valve.
At 2250, we had a 16 PSI drop from the gauge on the 8 to the gauges on the
meters.  I thought that was substantial.
We pretty much balanced the flow between the four meters but a drop that
great was surprising to me.
3' of 8 to a derby (this is like a bullhead tee hydraulically I would
imagine) and a 2.5x5 nipple and angle valve.
16 PSI at roughly 550 GPM.  I thought this to be substantial and they all
read the same and are almost new.

Tom Duross


Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852
This is from the 2007 edition of NFPA #20.

5.19.3.4 Pipe Size. The pipe size shall be in accordance with one of the
following two methods:

(1)  Where the pipe between the hose valve header and connection to the
pump discharge pipe is over 15 ft (4.5 m) in length, the next larger pipe
size than required by 5.19.3.1.3 shall be used.

(2)*  This pipe is permitted to be sized by hydraulic calculations based
on a total flow of 150 percent of rated pump capacity, including the
following:

(a)  This calculation shall include friction loss for the total length
of pipe plus equivalent lengths of fittings, control valve, and hose valves,
plus elevation loss, from the pump discharge flange to the hose valve
outlets.

(b)  The installation shall be proven by a test flowing the maximum
water available.


I just calculated a test header located approx. 65' from a 750 gpm pump and
it seems to work easily with 6 pipe flowing 1,125 gpm in lieu of increasing
the pipe to 8. Has anyone got experience using this method?

Space is the issue and 6 works much better then 8 in this situation.


Thanks,
Greg McGahan


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RE: fire pump test header size

2007-03-02 Thread Fletcher, Ron
Pressure is measured at the pump and flow at the nozzles so why does the
friction loss from the pump to the nozzles matter so long as the 150%
capacity is observed.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ   

-Original Message-
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Tom
Duross
Sent: Friday, March 02, 2007 2:22 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: fire pump test header size

What did you calculate for an outlet?  Just the manifold (5-10'), tee
(5-15'), nipple(?) and valve (5-25')?
At what flow per 2.5 outlet?  250 per?  What happens when you put
50-75-100' of hose, playpipe, monster or meter on it?
I'm sure the upsize rule is to minimize friction loss.  If it's in the
standard, it must be done.

Interesting thing I just noticed this afternoon.  I just got home from
an acceptance test just now.
I used 4 digital flowmeters on a derby cap for a 1500 GPM diesel.  They
have pressure gauges on them for FDV testing.
We had a gauge on the 8 to the derby with (6) 2.5 angle valves just
inside the wall at the butterfly header valve.
At 2250, we had a 16 PSI drop from the gauge on the 8 to the gauges on
the meters.  I thought that was substantial.
We pretty much balanced the flow between the four meters but a drop that
great was surprising to me.
3' of 8 to a derby (this is like a bullhead tee hydraulically I would
imagine) and a 2.5x5 nipple and angle valve.
16 PSI at roughly 550 GPM.  I thought this to be substantial and they
all read the same and are almost new.

Tom Duross


Living Water Fire Protection, LLC
1160 McKenzie Road
Cantonment, FL 32533
850-937-1850
Fax: 850-937-1852
This is from the 2007 edition of NFPA #20.

5.19.3.4 Pipe Size. The pipe size shall be in accordance with one of the
following two methods:

(1)  Where the pipe between the hose valve header and connection to
the
pump discharge pipe is over 15 ft (4.5 m) in length, the next larger
pipe size than required by 5.19.3.1.3 shall be used.

(2)*  This pipe is permitted to be sized by hydraulic calculations
based
on a total flow of 150 percent of rated pump capacity, including the
following:

(a)  This calculation shall include friction loss for the total
length
of pipe plus equivalent lengths of fittings, control valve, and hose
valves, plus elevation loss, from the pump discharge flange to the hose
valve outlets.

(b)  The installation shall be proven by a test flowing the maximum
water available.


I just calculated a test header located approx. 65' from a 750 gpm pump
and it seems to work easily with 6 pipe flowing 1,125 gpm in lieu of
increasing the pipe to 8. Has anyone got experience using this method?

Space is the issue and 6 works much better then 8 in this situation.


Thanks,
Greg McGahan


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Re: fire pump test header size

2007-03-02 Thread Tom Duross

Because you loose so much flow to friction, it appears the pump fails.
It's like testing a fire pump from the roof.

Tom


Pressure is measured at the pump and flow at the nozzles so why does the
friction loss from the pump to the nozzles matter so long as the 150%
capacity is observed.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ   


What did you calculate for an outlet?  Just the manifold (5-10'), tee
(5-15'), nipple(?) and valve (5-25')?
At what flow per 2.5 outlet?  250 per?  What happens when you put
50-75-100' of hose, playpipe, monster or meter on it?
I'm sure the upsize rule is to minimize friction loss.  If it's in the
standard, it must be done.

Interesting thing I just noticed this afternoon.  I just got home from
an acceptance test just now.
I used 4 digital flowmeters on a derby cap for a 1500 GPM diesel.  They
have pressure gauges on them for FDV testing.
We had a gauge on the 8 to the derby with (6) 2.5 angle valves just
inside the wall at the butterfly header valve.
At 2250, we had a 16 PSI drop from the gauge on the 8 to the gauges on
the meters.  I thought that was substantial.
We pretty much balanced the flow between the four meters but a drop that
great was surprising to me.
3' of 8 to a derby (this is like a bullhead tee hydraulically I would
imagine) and a 2.5x5 nipple and angle valve.
16 PSI at roughly 550 GPM.  I thought this to be substantial and they
all read the same and are almost new.

Tom Duross


5.19.3.4 Pipe Size. The pipe size shall be in accordance with one of the
following two methods:

(1)  Where the pipe between the hose valve header and connection to
the
pump discharge pipe is over 15 ft (4.5 m) in length, the next larger
pipe size than required by 5.19.3.1.3 shall be used.

(2)*  This pipe is permitted to be sized by hydraulic calculations
based
on a total flow of 150 percent of rated pump capacity, including the
following:

(a)  This calculation shall include friction loss for the total
length
of pipe plus equivalent lengths of fittings, control valve, and hose
valves, plus elevation loss, from the pump discharge flange to the hose
valve outlets.

(b)  The installation shall be proven by a test flowing the maximum
water available.


I just calculated a test header located approx. 65' from a 750 gpm pump
and it seems to work easily with 6 pipe flowing 1,125 gpm in lieu of
increasing the pipe to 8. Has anyone got experience using this method?

Space is the issue and 6 works much better then 8 in this situation.


Thanks,
Greg McGahan


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