Fire flow is a term and issue not often addressed by A/E and fire protection 
engineers.  

Fire Flow is a requirement within the IFC, Section 507.3 to be specific.   
There are numerous methods available to use to determine Fire Flow.  As the 
section of Code states, Fire Flow is to be determined by "an approved method".  
Not all jurisdictions use the same calculation method to determine fire flow.  
On a new project I will contact the local fire code authority and ask what 
adopted or approved method is used, then take that method and do the 
calculations based on the input required.

The appendix of the IFC is not always adopted by State law as the body of the 
Code is so that is why it is not assumed that the Appendix B method is the 
method for ever instance.

But to the point, if the IFC Appendix B method is used, it is a simple chart 
based on construction type and area of the building.   From that you get a 
required duration and flow rate.  This flow rate can be negotiated downward to 
a lesser rate if the building is sprinklered and if the AHJ allows it to be 
reduced as defined within the Code.   This is not always the case, as I have 
had AHJ's who know of the hazards present on a site deny the flow rate 
reduction.

So once the flow rate is known we couple with our civil group to size the 
underground mains and determine the number and arrangement of hydrants needed.  
 We will often take that information and review it with the local fire code 
official for their buy-in to the concept.

Typically there are no real calculations required, more like a bunch of 
mathematical equations depending on the method used, however we have had to 
perform hydraulic calculations for specific projects where the AHJ wanted proof 
the system could deliver the required flow to a particular number of hydrants 
or the other type was for us to tell the local municipality what flow and 
pressure we needed at their tie point to satisfy our fire flow demand needs.  
The requirement of calcs is really rare but I have done them.


Hydraulic sprinkler calcs are what we all know them to be, the sprinkler system 
calculations.  No surprises there.

But the Fire Flow determination and any associated calculations should not be 
left up to the sprinkler contractor to determine or perform.  The A/E or FPE 
should have done that as part of the site development.  When you see this 
deferred to the contractor it's most likely because the A/E or whomever 
developed the package didn't understand or know how to figure this out and it's 
easier to just put notes on a drawing and make it someone else's problem.

It's not been uncommon to see fire flow rates up to 8000 gpm with 2MM gallons 
of storage for large industrial projects.  The challenge there comes when you 
need to refill the tank in the designated time frame, then the water department 
begins to choke a bit.

Craig L. Prahl 
Fire Protection Group Lead/SME
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SCĀ  29303
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]


-----Original Message-----
From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Brian Harris
Sent: Tuesday, December 22, 2015 1:47 PM
To: [email protected]
Subject: Fire Flow vs Hydraulic calc's

Can someone please put into laymen's terms the difference between doing a fire 
flow demand calc for the underground and the hydraulic calc's for the sprinkler 
system? We have been running into some projects lately where the civil engineer 
tries to pawn sizing the underground off onto the sprinkler contractor. I try 
telling them that's their responsibility not ours but I'd like something more 
definitive to have on hand.

Brian Harris, CET
BVS Systems Inc.
Sprinkler Division
bvssystemsinc.com<http://bvssystemsinc.com/>
Phone: 704.896.9989
Fax: 704.896.1935

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