George,

Am I missing something or is this a standard water supply (NFPA-291) test 
plotted on N185 ?  Take it out to 20psi and whatever it is it is. If it's less 
than 1500 gpm at 20 psi the water supply needs to be improved, i.e. 
infrastructure or storage tank.

The 1500 gpm at 20 psi minimum is standard fare out of the IFC, Table B105.1, 
B105.2 and AWWA M-31.

John Drucker, CET
Fire Protection Subcode Official 
Fire/Building/Electrical Inspector
Fire Marshals Office
Borough of Red Bank, NJ


-----Original Message-----
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Medina Jr
Sent: Monday, October 18, 2010 10:02 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Hydrant Calculation Method


I am calcing for the system (private fire hydrant). I do not need a hose stream 
( I was told to add the 1500 as a hose stream allowance in the Hass program 
[not by any Hass Rep's] to simulate 1500 gpm flowing to the hydrant)

There is going to be a new private fire hydrant on private property. I requsted 
a fire flow test for the address where the new private fire hydrant is going. 
The fire flow availabilty form was:
 90psi static, 82psi residual at 4657 gpm. The fire inspector wanted the new 
private fire hydrant to produce a minimum of 1500 gpm @ 20psi.

George Medina Jr. 


-----Original Message-----
From: Ron Greenman <rongreen...@gmail.com>
To: sprinklerforum@firesprinkler.org
Sent: Mon, Oct 18, 2010 5:29 pm
Subject: Re: Fire Hydrant Calculation Method


George,
If you're calcing for the flow at a certain residual (20 psi) and you
ave residual from a hydrant and the actual flow why do you need a
ose stream? Are you calcing the water availability or the system?
On Mon, Oct 18, 2010 at 4:01 PM, George Medina Jr <fireg...@aol.com> wrote:

 That is the formula I was looking for, Thanks.

  Now to change the subject slightly, I am about to calculate a fire hydrant 
sing the Hass program. The Inspector wants a minimum of 1500gpm at 20psi. The 
ydrant is a Clow 4"x4"x2½" hydrant ( I was told to just enter the flow in the 
Toggle Hose Stream' which only goes up to 1000gpm (so I tried 1000gpm just for 
icks) and it gave me a warning: END HEAD FLOW CONDITION SPECIFIED BUT NO 
LOWING SPRINKLERS WERE FOUND' which would not balance out. So I used the 
ormula of K=Q/sqrt of P to get a k factor to input.
 I was able to calculate with a k of 333 which only gave me 1,489 gpm. I have 
one many hydrant calcs in Hydracalc and even some in HASS in the past and can't 
eem for the life of me what I am doing wrong? should I adjust the k until I get 
he flow I am looking for? That does not sound correct either. Any advice for 
his absent minded designer?


 George Medina Jr.


 -----Original Message-----
 From: Scott A. Futrell <sco...@ffcdi.com>
 To: sprinklerforum@firesprinkler.org
 Sent: Mon, Oct 18, 2010 8:24 am
 Subject: RE: Fire Hydrant Calculation Information


 Another method, from a parasite, without determining a K-factor first, but 
sing
 91 (Dave's info) for the water flow test development.

 Flow at any pressure:

 Q=((PS-P)/(PS-PR))0.54xQR
 Where Q=flow at any given pressure
            P=Pressure at which you want to know Q
 PR=Residual pressure measured in test
            PS=Static pressure measured in test
            QR=Residual flow measured in test
 Scott


 -----Original Message-----
 rom: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org]
 n Behalf Of David de Vries
 ent: Sunday, October 17, 2010 11:08 PM
 o: sprinklerforum@firesprinkler.org
 ubject: Re: Fire Hydrant Calculation Information

 George, you can look up NFPA 291 on NFPA's website and read all about it.  If
 ou don't have a copy, go to the Codes and Standards link at www.nfpa.org, then
 alf way down the page the List of Codes and Standards link, then NFPA 291, 
hen
 iew 2010 edition on line.

 The gist of a hydrant flow is this:  Q (flow in gpm) = 29.84 x C x D (diameter
 n inches) squared x square root of P (pitot pressure in psi).  The hydrant
 oefficients for 2-1/2 inch butts are 0.90 for rounded interior corner, 0.80 
or
 quare interior corner and 0.70 for an interior where the butt extends into the
 nterior of the hydrant (I have never found one of these).  Read 291 if you are
 lowing from a steamer port (4 inch or 4-1/2 inch), cause more coefficents
 pply.  Also, if you attach a playpipe to the hydrant butt, you should use a C
 f 0.97 and the actual diamter of the tip of the playpipe.

 There are two ways to determine the flow at 20 psi:  graph it on N1.85 paper 
nd
 xtend the flow line to 20 psi, or calculate.  Either way you will need the 
low
 from above), the static pressure and residual pressure.  Once you have those,
 hen calculate the K for the system:  K = Q / (Pstatic - Presidual) to the 0.54
 ower.  You will need a scientific calculator to do that (I use a TI-30 or
 I-55).  Then the flow at 20 psi:  Q (at 20 psi) = K x (Pstatic - 20) ^0.54.
 his whole methodology is based on Hazen Williams and assumes that the water
 istribution system charactersitics are constant (the "K") and the variables 
re
 low and friction (Pstatic - Presidual).

 Example:  You did a hydrant flow test and measured a static pressure of 60, a
 esidual pressure of 35 with a pitot of 16 from a 2-1/2 inch rounded interior
 utt.  The flow is Q = 29.84 x 0.90 x 2.5 squared x square root of 16 = 671 
pm.
  for your system is K = 671 / (60 - 35) ^0.54 = 118.  Then your flow at 20 psi
 s Q = 118 x (60 - 20) ^0.54 = 865.

 Ron and Cecil, let us know if I have been doing this the hard way for the last
 0 years and show us an easier way.

 Dave

 David A. de Vries, P.E., CSP
 Firetech Engineering Incorporated




 --- On Fri, 10/15/10, George Medina Jr <fireg...@aol.com> wrote:


 From: George Medina Jr <fireg...@aol.com>
 Subject: Fire Hydrant Calculation Information
 To: sprinklerforum@firesprinkler.org
 Date: Friday, October 15, 2010, 6:39 PM



 Forum,

 What is the formula to find Hydrant flows at 20 psi? ( Was that said 
orrectly)
 I used to have the formula set up in an excel spread sheet but lost it during
 ile transfer from old computer to new computer.
 I also remember having a spreadsheet containing coefficients for the three 
ypes
 f 2½" outlets. If I could be directed to the location of the information
 or if anyone has an old notebook with the following information it would be
 reatly appreciated if shared.

 Thanks,

 George Medina Jr.
 323-278-0021
 fireg...@aol.com
 _______________________________________________
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

 For Technical Assistance, send an email to: supp...@firesprinkler.org

 To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
 (Put the word unsubscribe in the subject field)
 _______________________________________________
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

 For Technical Assistance, send an email to: supp...@firesprinkler.org

 To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
 (Put the word unsubscribe in the subject field)
 _______________________________________________
 prinklerforum mailing list
 prinklerfo...@firesprinkler.org
 ttp://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 For Technical Assistance, send an email to: supp...@firesprinkler.org
 To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
 Put the word unsubscribe in the subject field)

 _______________________________________________
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

 For Technical Assistance, send an email to: supp...@firesprinkler.org

 To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
 (Put the word unsubscribe in the subject field)

-- 
on Greenman
nstructor
ire Protection Engineering Technology
ates Technical College
101 So. Yakima Ave.
acoma, WA 98405
rgreen...@bates.ctc.edu
http://www.bates.ctc.edu/fireprotection/
253.680.7346
53.576.9700 (cell)
Member:
FSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC
They are happy men whose natures sort with their vocations. -Francis
acon, essayist, philosopher, and statesman (1561-1626)
______________________________________________
prinklerforum mailing list
prinklerfo...@firesprinkler.org
ttp://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
For Technical Assistance, send an email to: supp...@firesprinkler.org
To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
Put the word unsubscribe in the subject field)

_______________________________________________
Sprinklerforum mailing list
Sprinklerforum@firesprinkler.org
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

For Technical Assistance, send an email to: supp...@firesprinkler.org

To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
(Put the word unsubscribe in the subject field)

_______________________________________________
Sprinklerforum mailing list
Sprinklerforum@firesprinkler.org
http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum

For Technical Assistance, send an email to: supp...@firesprinkler.org

To Unsubscribe, send an email to:sprinklerforum-requ...@firesprinkler.org
(Put the word unsubscribe in the subject field)

Reply via email to