Thanks Craig,
  I would also never pick a 750 gpm pump for my required capacity of 1100 gpm, 
let's try another example with 135%.
  I have seen an example in fire protection handbook as below:
  Estimated water demand for sprinklers & hose streams: 1300Gpm at 90 Psi
  1300Gpm/1.35 = 936Gpm & 90Psi/0.75 = 120Psi, So I will pick a pump rated at 
1000Gpm, 120psi and will work at 135% of rated capacity to supply my demand.
  My question is that, when I choose a pump which is going to work at 135% of 
rated capacity to supply my demand, then I have already overloaded the pump, so 
in case of greater than ESTIMATED flow, it might not be able to supply this 
extra demand at not less than 65 percent of the total ESTIMATED head.
  For example if in case of fire the flow rises to 150% of estimated flow (1300 
x 150% = 1950Gpm) while my pump is rated at 1000Gpm, then can I be sure than 
the total head is not less than 65 percent of the total estimated head (120psi 
* 65% = 78Psi)?
  Should I check it from the pump curve that at 1950Gpm my head is not lower 
than 78Psi?
   
  If NFPA says fire pumps shall furnish not less than 150 percent of rated 
capacity at a total head of not less than 65 percent of the total rated head to 
provide some safety factor in case of greater than expected demand at the time 
of fire, THEN why allows us to choose a pump working at 135% of rated capacity 
while this pump has been already overloaded and might not be able to supply 
150% over 135%?
Thanks,
  Reza


   
   
  
capacity to supply my required demand of 1100Gpm at 100Psi


[EMAIL PROTECTED] wrote:
  We would not pick a 750 gpm pump if the demand indicated a required
pump capacity of 1100 gpm. It would not be uncommon to select a 1000
gpm pump for your 1100 gpm demand. That way you still have the
additional capacity of up to 1500 gpm. 

When you calculate a system at for example .30 gpm per square foot over
a 3,000 sq. ft hydraulically remote area, the numbers come out to a
demand of .30 x 3000 or 900 gpm. In reality the flow from sprinklers in
that 3,000 sq. ft remote area will be greater than that. So for example
I would take that 900 gpm add my hose stream allowance of 500 gpm and
come up with a total "theoretical" demand of 1400 gpm. If I pick a 1500
gpm pump then I have the ability to provide up to 2250 gpm. Many
designers will take that "theoretical" demand and add a safety factor of
10%-15% to that. If we did that we would be more realistically looking
at 1400 gpm + 10% -15% = 1540-1610 gpm of flow within that 3,000 sq. ft
design area. With the 1500 gpm pump selection we are still in a an
acceptable range of below that 150% of 2250 gpm. 

It's just not good to make a selection that tight. Things change
including the condition of underground piping, building layouts,
building uses and such. It's best to allow some flexibility when
selecting the pump so that a small change to one of these doesn't force
an owner to have to buy a new pump.


But I'm sure this is one of several theories and methods and ideas when
it comes to selecting pumps. 



DISCLAIMER: This is not intended to be a complete and detailed analysis
or approach to pump selection. There are other factors involved which
the fire protection technician/designer needs to consider. 

Craig L. Prahl, CET
Fire Protection Group
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC 29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[EMAIL PROTECTED]
http://www.lg.com


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Reza
Esmaeili
Sent: Wednesday, October 31, 2007 9:43 AM
To: [email protected]
Subject: Fire pump question/ Why 150% at not less than 65% ?

Hi!
I know that:
1- As per NFPA-20 listed fire pumps shall furnish not less than 150
percent of rated capacity at a total head of not less than 65 percent of
the total rated head to provide some safety factor in case of greater
than expected demand at the time of fire.
2- On the other hand, NFPA allows to choose a fire pump working at
150% of rated capacity if it delivers the required water flow at
required pressure to fire protection system.

I think these two issues are against each other, because if I choose a
pump which is working at 150% of rated capacity, then I have already
overloaded the pump, so in case of greater than REQUIRED flow, it might
not be able to supply this extra demand at not less than 65 percent of
the total REQUIRED head.

for Example if he required demand is 1100GPM at 100Psi, I can do as
followings:
* 1100gpm/1.5 = 733Gpm, so I will choose a 750GPM Pump.
* 100psi/0.65 = 154Psi, so I will choose a 154psi Pump.
I know it is not usuall to choose a pump working at 150% of rated
capacity, and 135% is more common, this is just a scenario to ask my
question.
So the pump is rated at 750Gpm, 154psi and will work at 150% of rated
capacity to supply my required demand of 1100Gpm at 100Psi. My question
is that If in case of greater than expected demand at the time of fire
the demand increases to 150% of required flow (1100 * 150% = 1650Gpm),
then can I be sure than the total head is not less than 65 percent of
the total REQUIRED head? Should I check it from the pump curve?
Thanks for your attention,
Reza

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