It is foam/water in an H3 occupancy.  Storage height is two pallet loads
high up to 8' high.  The entire system is under 2500 sf. The flammable
liquids are class III b and class II stored in nonrelieving type containers.


Thank you,

Bob Knight, CET III
208-318-3057
www.firebyknight.com


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Wednesday, February 26, 2014 1:03 PM
To: [email protected]
Subject: RE: AFFF Bladder Tank Sizing

If that what was on the engineered drawings so be it.  

Is it foam-water sprinkler or low exp foam for a dike or ????????????????

What kind of hazard and building configuration are you dealing with if I may
ask?

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



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bob
Sent: Wednesday, February 26, 2014 2:57 PM
To: [email protected]
Subject: RE: AFFF Bladder Tank Sizing

Design is based off of an analysis by a PE, so I assume he got the densities
right.  There was no info on tank sizing so I'm tackling that.  Thanks for
all the info it is very helpful.


Thank you,

Bob Knight, CET III
208-318-3057
www.firebyknight.com


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Wednesday, February 26, 2014 12:43 PM
To: [email protected]
Subject: RE: AFFF Bladder Tank Sizing

So I'm assuming you've verified that AFFF and not AR-AFFF is the suitable
solution and that 3% not 6% or other is also suitable?  Typically unless you
have some cookbook material you're dealing with, make a call to one of the
foam reps and run the material by them to verify type of concentrate,
concentration, and flow rates.  0.30 gpm/sf is pretty high for a foam-water
system unless you've got some extenuating circumstances going on.

10 minutes is standard baseline for NFPA 16.  But it can vary depending on
conditions and Underwriter.

You didn't state the type of foam system so the assumption here is something
like a foam-water sprinkler system.
 
Foam Concentrate Tank sizing:
Density   x   design area x 1.15 = GPM x % concentration x duration = tank
size.
0.30 gpm/sf   x  2500 sf  x overage or imbalance factor = 862.5 GPM x 3%
concentration x 15 minute duration= 388 gallons.  Use a 400 gallon tank.

Imbalance or overage fact is typically in the 10-15% range since sprinkler
system do not actually flow at 100% of design criteria.  Mathematically .30
x 3000 = 900 gpm but if you look at your calcs you'll see when it's all said
and done calculated flow will be more and ACTUAL flow will always exceed
design.

There are other factors to consider again depending on the specific hazard
and type of foam system you are designing.



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



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bob
Sent: Wednesday, February 26, 2014 1:58 PM
To: [email protected]
Subject: AFFF Bladder Tank Sizing

I have a NFPA 30 project where I need to size a bladder tank for 3% AFFF
solution.  I have looked but can't find any info on sizing the tank.  I am
assuming that I need to take the gpm flowing x .03 x 15 min duration.  The
only thing I have found for a safety factor in in 409 where it uses 1.15.
For example, 750 gpm x .03 = 22.5 x 15 = 337.5 x 1.15 = 388.125 gal.  Does
this sound right?


Thank you,

Bob Knight, CET III
208-318-3057
www.firebyknight.com




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