The difference would be that you are NOT 100 ft above ground.  You have a 
ground suction tank where the water level might only be a foot or two above 
ground.

Apples and oranges.

Craig Prahl | Jacobs | Group Lead/SME - Fire Protection | 
[email protected] | www.jacobs.com
1041 East Butler Road   Greenville, South Carolina  29606
CONTACT BY: email or MS TEAMS

-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of Mike Morey via Sprinklerforum
Sent: Friday, May 7, 2021 2:40 PM
To: [email protected]
Cc: Mike Morey <[email protected]>
Subject: [EXTERNAL] RE: Available Pressure from Fire Water Storage Tank

If you didn't have a pump at all and put the same tank 100' above ground, you'd 
calculate to the minimum anticipated water level after demand x duration is 
subtracted from the fill turn on point would you not?  What would make this any 
different?  Genuine question, I've always used minimum water after duration x 
demand as my water elevation and thus suction pressure.

Mike Morey
CFPS 3229 * NICET S.E.T. 123677
Project Manager * Fire Protection Group
Shambaugh & Son, LP an EMCOR Company
7614 Opportunity Drive * Fort Wayne, IN * 46825 direct 260.487.7824 /  cell 
260.417.0625 /  fax 260.487.7991 email [email protected]



-----Original Message-----
From: Sprinklerforum <[email protected]> On Behalf 
Of Bob Caputo via Sprinklerforum
Sent: Friday, May 7, 2021 2:21 PM
To: [email protected]
Cc: Bob Caputo <[email protected]>
Subject: Re: Available Pressure from Fire Water Storage Tank


BE ADVISED - This email originated outside EMCOR.


No, you are not permitted to use elevation pressure from a gravity tank.
You do not know the elevation of the water in the tank which is depleted during 
the operation of the systems in fighting the fire.  You are permitted to use 
the pumps productive curve at 150% of rated flow and 65% of rated pressure

On Fri, May 7, 2021 at 11:13 AM Kyle.Montgomery via Sprinklerforum < 
[email protected]> wrote:

> I'm working on a project where they are adding a new building to an
> existing campus. There is an existing fire water storage tank and fire
> pump  that serves the site underground fire loop. The new building has
> a very demanding sprinkler system that just barely exceeds the fire
> pump's pressure available at the demand flow (using just the pump
> curve as the water supply).
>
> Normally, I would be conservative and use just a few psi as my water
> supply from the tank (as though it were nearly empty). But, is that
> overly conservative? The tank is mounted on the ground, at the same
> elevation as the fire pump, but it is nearly 45 feet tall, with a
> total capacity of over
> 500,000 gallons. Can I use some of that elevation pressure, or do I
> need to design and calc as though the tank is nearly depleted?
>
> -Kyle M
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