k -- WHAT?

2012-04-05 Thread Vince Sabolik

Good morning --

Anyone have an approximate K value for a 2½ hose valve?




Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876




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RE: k -- WHAT?

2012-04-05 Thread Seidl Jamie D .
Are you looking for friction loss through a valve, or are you looking to flow a 
certain amount of water at a certain pressure?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
Sent: Thursday, April 05, 2012 11:45 AM
To: sprinklerforum@firesprinkler.org
Subject: k -- WHAT?

Good morning --

Anyone have an approximate K value for a 2½ hose valve?




Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876



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Re: k -- WHAT?

2012-04-05 Thread Ron Greenman
http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking to
 flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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-- 
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon,
essayist, philosopher, and statesman (1561-1626)
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RE: k -- WHAT?

2012-04-05 Thread Steve Leyton
Um, Ron?  According to that chart a 2.5 angle valve will flow 9.9gpm at 
100psi.   I don't think that's quite in accordance with HW.

If you are flowing 250 through the valve at 100psi, it has a K of 25.0, no?   
But they can flow more ...  K at 350gpm/100psi would be 35 ...   What are you 
trying to do?

Steve 



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking 
 to flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: k -- WHAT?

2012-04-05 Thread G. Tim Stone
Vince,
How much water are you planning on flowing?

500 gpm flow @ 100 psi = K=50
500 gpm flow @ 65 psi = K=62

Regards,
G. Tim Stone

G. Tim Stone Consulting, LLC
NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

117 Old Stage Rd. - Essex Jct., VT. 05452
CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
   tston...@comcast.net

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum-
 boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?
 
 Good morning --
 
 Anyone have an approximate K value for a 2½ hose valve?
 
 
 
 
 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 
 
 
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RE: k -- WHAT?

2012-04-05 Thread Seidl Jamie D .
I was looking at that too... and scratching my head. K=50 for 100 psi @ 500 
seems to always work out in the field.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Thursday, April 05, 2012 11:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

Um, Ron?  According to that chart a 2.5 angle valve will flow 9.9gpm at 
100psi.   I don't think that's quite in accordance with HW.

If you are flowing 250 through the valve at 100psi, it has a K of 25.0, no?   
But they can flow more ...  K at 350gpm/100psi would be 35 ...   What are you 
trying to do?

Steve 



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking 
 to flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: k -- WHAT?

2012-04-05 Thread Steve Leyton
Manufacturer's data sheets!!!

Steve 




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Seidl Jamie D.
Sent: Thursday, April 05, 2012 9:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

I was looking at that too... and scratching my head. K=50 for 100 psi @ 500 
seems to always work out in the field.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Thursday, April 05, 2012 11:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

Um, Ron?  According to that chart a 2.5 angle valve will flow 9.9gpm at 
100psi.   I don't think that's quite in accordance with HW.

If you are flowing 250 through the valve at 100psi, it has a K of 25.0, no?   
But they can flow more ...  K at 350gpm/100psi would be 35 ...   What are you 
trying to do?

Steve 



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking 
 to flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: k -- WHAT?

2012-04-05 Thread Vince Sabolik

Forward flow testing for a BFP

So I guess what I'm looking for is a performance K factor.



At 11:56 AM 4/5/2012, you wrote:
Um, Ron?  According to that chart a 2.5 angle 
valve will flow 9.9gpm at 100psi.   I don't 
think that's quite in accordance with HW.


If you are flowing 250 through the valve at 
100psi, it has a K of 25.0, no?   But they can 
flow more ...  K at 350gpm/100psi would be 35 ...   What are you trying to do?


Steve



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman

Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking
 to flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their 
vocations. -Francis Bacon, essayist, philosopher, and statesman (1561-1626)

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Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876




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RE: k -- WHAT?

2012-04-05 Thread Cahill, Christopher
But what you are missing is the losses through the valve.  8-15 psi as I recall 
depending on type and manufacture.  They will give you the eq.ft. on the data 
sheet.

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For
*Registered in: MN




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of G. Tim Stone
Sent: Thursday, April 05, 2012 10:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

Vince,
How much water are you planning on flowing?

500 gpm flow @ 100 psi = K=50
500 gpm flow @ 65 psi = K=62

Regards,
G. Tim Stone

G. Tim Stone Consulting, LLC
NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

117 Old Stage Rd. - Essex Jct., VT. 05452
CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
   tston...@comcast.net

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum- 
 boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?
 
 Good morning --
 
 Anyone have an approximate K value for a 2½ hose valve?
 
 
 
 
 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 
 
 
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[no subject]

2012-04-05 Thread Vince Sabolik

performance K =  like what you get for a sprinkler head

Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 44136   440 
238-4800 Fax 440 238-4876




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RE:

2012-04-05 Thread Hinson, Ryan
I have extrapolated a 2.5 outlet to 166 using several dozen different size 
orifices versus k-factor using maximum flow per cutsheets of several different 
types and sizes of spray nozzles.

Ryan Hinson
Burns  McDonnell
Direct: 952-656-3662

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
Sent: Thursday, April 05, 2012 11:07 AM
To: sprinklerforum@firesprinkler.org
Subject: 

performance K =  like what you get for a sprinkler head

Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 44136   440 
238-4800 Fax 440 238-4876



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RE: k -- WHAT?

2012-04-05 Thread Todd Williams
If you are doing a forward flow test of a backflow, why not hook the outlet up 
to a Hose Monster? Am I missing something?

As far as the K factor, go with what Steve said. 


At 12:02 PM 4/5/2012, you wrote:
Forward flow testing for a BFP

So I guess what I'm looking for is a performance K factor.



At 11:56 AM 4/5/2012, you wrote:
Um, Ron?  According to that chart a 2.5 angle valve will flow 9.9gpm at 
100psi.   I don't think that's quite in accordance with HW.

If you are flowing 250 through the valve at 100psi, it has a K of 25.0, no?   
But they can flow more ...  K at 350gpm/100psi would be 35 ...   What are you 
trying to do?

Steve



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

 Are you looking for friction loss through a valve, or are you looking
 to flow a certain amount of water at a certain pressure?

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
  sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
 Sent: Thursday, April 05, 2012 11:45 AM
 To: sprinklerforum@firesprinkler.org
 Subject: k -- WHAT?

 Good morning --

 Anyone have an approximate K value for a 2½ hose valve?




 Vince Sabolik, West Tech Fire Protection, Inc.
 11351 Pearl Road / Strongsville, Ohio
 44136   440 238-4800 Fax 440 238-4876
 


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Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

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essayist, philosopher, and statesman (1561-1626)
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238-4876



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RE: k -- WHAT?

2012-04-05 Thread Thompson, Pat
K factor as applied in our industry is a coefficient for a smooth bore orifice. 

I am not aware of how this could be applied to a hose valve since it is not a 
smooth bore orifice, but I can offer some input from fire department 
hydraulics: GPM (Q) = (29.7*diameter squared)*square root of pressure. This is 
the formula applied by fire departments in their field applications. This does 
not apply to fog or adjustable nozzles.

29.7 is a constant, diameter is the diameter of the smooth bore orifice - 
combined these numbers result in a 'k' value for the orifice. Manufacturers of 
sprinklers have done this calculation for us and conveniently provide the value 
for us to plug into our familiar K,Q,P formula to determine GPM and pressure. 

I believe the 29.7 constant is a rounded number; but it should be close enough 
to give a fairly accurate result. 




Pat Thompson
Special Hazard Sales
NICET #101475 
SimplexGrinnell
A Tyco International Company
907-743-9128 direct
907-561-4650 fax
pthomp...@simplexgrinnell.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
Sent: Thursday, April 05, 2012 7:45 AM
To: sprinklerforum@firesprinkler.org
Subject: k -- WHAT?

Good morning --

Anyone have an approximate K value for a 2½ hose valve?




Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876



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RE: k -- WHAT?

2012-04-05 Thread Johnson, Duane (NIH/OD/ORS) [C]
NFPA 14 Table 8.3.1.3 indicates a 2½ angle valve to be 31 equiv ft of pipe.  
You can use HW to figure out friction losses from there.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor)
Office of Research Services 
National Institutes of Health 
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: Vince Sabolik [mailto:vi...@wtfp.net] 
Sent: Thursday, April 05, 2012 12:02 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

Forward flow testing for a BFP

So I guess what I'm looking for is a performance K factor.



At 11:56 AM 4/5/2012, you wrote:
Um, Ron?  According to that chart a 2.5 angle 
valve will flow 9.9gpm at 100psi.   I don't 
think that's quite in accordance with HW.

If you are flowing 250 through the valve at 
100psi, it has a K of 25.0, no?   But they can 
flow more ...  K at 350gpm/100psi would be 35 ...   What are you trying to do?

Steve



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

  Are you looking for friction loss through a valve, or are you looking
  to flow a certain amount of water at a certain pressure?
 
  -Original Message-
  From: sprinklerforum-boun...@firesprinkler.org [mailto:
  sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
  Sent: Thursday, April 05, 2012 11:45 AM
  To: sprinklerforum@firesprinkler.org
  Subject: k -- WHAT?
 
  Good morning --
 
  Anyone have an approximate K value for a 2½ hose valve?
 
 
 
 
  Vince Sabolik, West Tech Fire Protection, Inc.
  11351 Pearl Road / Strongsville, Ohio
  44136   440 238-4800 Fax 440 238-4876
  
 
 
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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their 
vocations. -Francis Bacon, essayist, philosopher, and statesman (1561-1626)
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44136   440 238-4800 Fax 440 238-4876



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RE: k -- WHAT?

2012-04-05 Thread Steve Leyton
But is that with the valve all the way open?  2/3?  1/2-way?   

K is often referred to as a constant in algebraic and calculaic formulae; 
valves aren't constant.  It's kinda' what defines them as valves.

Steve L.




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thompson, Pat
Sent: Thursday, April 05, 2012 9:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

K factor as applied in our industry is a coefficient for a smooth bore orifice. 

I am not aware of how this could be applied to a hose valve since it is not a 
smooth bore orifice, but I can offer some input from fire department 
hydraulics: GPM (Q) = (29.7*diameter squared)*square root of pressure. This is 
the formula applied by fire departments in their field applications. This does 
not apply to fog or adjustable nozzles.

29.7 is a constant, diameter is the diameter of the smooth bore orifice - 
combined these numbers result in a 'k' value for the orifice. Manufacturers of 
sprinklers have done this calculation for us and conveniently provide the value 
for us to plug into our familiar K,Q,P formula to determine GPM and pressure. 

I believe the 29.7 constant is a rounded number; but it should be close enough 
to give a fairly accurate result. 




Pat Thompson
Special Hazard Sales
NICET #101475 
SimplexGrinnell
A Tyco International Company
907-743-9128 direct
907-561-4650 fax
pthomp...@simplexgrinnell.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
Sent: Thursday, April 05, 2012 7:45 AM
To: sprinklerforum@firesprinkler.org
Subject: k -- WHAT?

Good morning --

Anyone have an approximate K value for a 2½ hose valve?




Vince Sabolik, West Tech Fire Protection, Inc.
11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876



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RE: k -- WHAT?

2012-04-05 Thread Johnson, Duane (NIH/OD/ORS) [C]
Assuming you are wanting to take your flow test results and calc it back to the 
BFP for true results at the BFP.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor)
Office of Research Services 
National Institutes of Health 
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: Johnson, Duane (NIH/OD/ORS) [C] 
Sent: Thursday, April 05, 2012 12:51 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

NFPA 14 Table 8.3.1.3 indicates a 2½ angle valve to be 31 equiv ft of pipe.  
You can use HW to figure out friction losses from there.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor)
Office of Research Services 
National Institutes of Health 
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: Vince Sabolik [mailto:vi...@wtfp.net] 
Sent: Thursday, April 05, 2012 12:02 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: k -- WHAT?

Forward flow testing for a BFP

So I guess what I'm looking for is a performance K factor.



At 11:56 AM 4/5/2012, you wrote:
Um, Ron?  According to that chart a 2.5 angle 
valve will flow 9.9gpm at 100psi.   I don't 
think that's quite in accordance with HW.

If you are flowing 250 through the valve at 
100psi, it has a K of 25.0, no?   But they can 
flow more ...  K at 350gpm/100psi would be 35 ...   What are you trying to do?

Steve



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, April 05, 2012 8:49 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: k -- WHAT?

http://www.westerndynamics.com/Download/friclossfittings.pdf

On Thu, Apr 5, 2012 at 8:46 AM, Seidl Jamie D. jdse...@vscfs.com wrote:

  Are you looking for friction loss through a valve, or are you looking
  to flow a certain amount of water at a certain pressure?
 
  -Original Message-
  From: sprinklerforum-boun...@firesprinkler.org [mailto:
  sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
  Sent: Thursday, April 05, 2012 11:45 AM
  To: sprinklerforum@firesprinkler.org
  Subject: k -- WHAT?
 
  Good morning --
 
  Anyone have an approximate K value for a 2½ hose valve?
 
 
 
 
  Vince Sabolik, West Tech Fire Protection, Inc.
  11351 Pearl Road / Strongsville, Ohio
  44136   440 238-4800 Fax 440 238-4876
  
 
 
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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their 
vocations. -Francis Bacon, essayist, philosopher, and statesman (1561-1626)
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11351 Pearl Road / Strongsville, Ohio 
44136   440 238-4800 Fax 440 238-4876



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RE: k -- WHAT?

2012-04-05 Thread Vince Sabolik

At 12:22 PM 4/5/2012, you wrote:
If you are doing a forward flow test of a backflow, why not hook the 
outlet up to a Hose Monster? Am I missing something?



Yup, PERMANACE. The thing has to be installed permanently so it has 
to be designed. 
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UFC3-600-01

2012-04-05 Thread Jay Stough
I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread Steve Leyton
Susceptibility to calcification; Ph or corrosive chemical composition; 
bacterial or other bio-corrosive hazard.

Steve L.




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 10:46 AM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread Cahill, Christopher
Only required if you are using s10.  It never says you have to use s40.  And 
apparently don't have to test to use s7.  That aside this is the section:

4-2.3.2 Piping.   
Installations must evaluate the water quality (pertaining to corrosion) to 
determine if Schedule 10 steel pipe can be used for sprinkler system piping 
greater than 50mm (2-inches).  Water quality analysis must evaluate both 
microbiological
and galvanic corrosion.  Evidence of either corrosion potential or past 
history of sprinkler system failure due to corrosion would prohibit the use of 
Schedule 10 pipe. \1\ /1/

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For
*Registered in: MN





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 12:46 PM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread ETambini
We had a similar comment come up on a USACE project and we were allowed to get 
a letter from the local fire marshal saying that there have been no historical 
problems with piping corrosion in their district.

Ed
AERO Automatic Sprinkler Company

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
Christopher
Sent: Thursday, April 05, 2012 10:50 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: UFC3-600-01

Only required if you are using s10.  It never says you have to use s40.  And 
apparently don't have to test to use s7.  That aside this is the section:

4-2.3.2 Piping.   
Installations must evaluate the water quality (pertaining to corrosion) to 
determine if Schedule 10 steel pipe can be used for sprinkler system piping 
greater than 50mm (2-inches).  Water quality analysis must evaluate both 
microbiological and galvanic corrosion.  Evidence of either corrosion potential 
or past history of sprinkler system failure due to corrosion would prohibit the 
use of Schedule 10 pipe. \1\ /1/

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For *Registered in: MN





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 12:46 PM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread Richard Carr
Yes,but they don't list a level of pass or fail.

Cahill, Christopher ccah...@burnsmcd.com wrote:

Only required if you are using s10.  It never says you have to use s40.  And 
apparently don't have to test to use s7.  That aside this is the section:

4-2.3.2 Piping.   
Installations must evaluate the water quality (pertaining to corrosion) to 
determine if Schedule 10 steel pipe can be used for sprinkler system piping 
greater than 50mm (2-inches).  Water quality analysis must evaluate both 
microbiological
and galvanic corrosion.  Evidence of either corrosion potential or past 
history of sprinkler system failure due to corrosion would prohibit the use of 
Schedule 10 pipe. \1\ /1/

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For
*Registered in: MN





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 12:46 PM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread Cahill, Christopher
Pass/fail true but they don't even say what test.  Taste is what we spec, lol.

Chris






-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard Carr
Sent: Thursday, April 05, 2012 12:59 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: UFC3-600-01

Yes,but they don't list a level of pass or fail.

Cahill, Christopher ccah...@burnsmcd.com wrote:

Only required if you are using s10.  It never says you have to use s40.  And 
apparently don't have to test to use s7.  That aside this is the section:

4-2.3.2 Piping.   
Installations must evaluate the water quality (pertaining to corrosion) to 
determine if Schedule 10 steel pipe can be used for sprinkler system piping 
greater than 50mm (2-inches).  Water quality analysis must evaluate both 
microbiological and galvanic corrosion.  Evidence of either corrosion potential 
or past history of sprinkler system failure due to corrosion would prohibit the 
use of Schedule 10 pipe. \1\ /1/

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For *Registered in: MN





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 12:46 PM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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RE: UFC3-600-01

2012-04-05 Thread Richard Carr
I found someone to take my $500. To do a water test but nobody can tell me if 
we passed or failed.
Richard

Cahill, Christopher ccah...@burnsmcd.com wrote:

Pass/fail true but they don't even say what test.  Taste is what we spec, lol.

Chris






-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard Carr
Sent: Thursday, April 05, 2012 12:59 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: UFC3-600-01

Yes,but they don't list a level of pass or fail.

Cahill, Christopher ccah...@burnsmcd.com wrote:

Only required if you are using s10.  It never says you have to use s40.  And 
apparently don't have to test to use s7.  That aside this is the section:

4-2.3.2 Piping.   
Installations must evaluate the water quality (pertaining to corrosion) to 
determine if Schedule 10 steel pipe can be used for sprinkler system piping 
greater than 50mm (2-inches).  Water quality analysis must evaluate both 
microbiological and galvanic corrosion.  Evidence of either corrosion potential 
or past history of sprinkler system failure due to corrosion would prohibit the 
use of Schedule 10 pipe. \1\ /1/

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For *Registered in: MN





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 12:46 PM
To: Sprinkler -Forum
Subject: UFC3-600-01

I have an engineer rejecting plans without awater quality analysis per the 
UFC.  The only thing I found is this paragraph: 

Analysis of automatic sprinkler systems and suppression systems and protected 
areas, including hydraulic analysis of required water demand.
Could anyone fill me in to what they are looking for?

 
Jay Stough
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UFC3-600-01

2012-04-05 Thread Jay Stough
Thanks. I had not had anyone ask about MIC in so long, I forgot about it.  Is 
anyone testing for MIC and finding anything?  In the last two years, we've 
tested 8 systems and only 1 had the possibility of bacterial growth.

 
Jay Stough



 From: etamb...@aerofire.com etamb...@aerofire.com
To: sprinklerforum@firesprinkler.org 
Sent: Thursday, April 5, 2012 1:54 PM
Subject: RE: UFC3-600-01
 
We had a similar comment come up on a USACE project and we were allowed to get 
a letter from the local fire marshal saying that there have been no historical 
problems with piping corrosion in their district.

Ed
AERO Automatic Sprinkler Company
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Remove from email subscription

2012-04-05 Thread gary kilb
Please remove my email address from the list. Thank you.
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RE: UFC3-600-01

2012-04-05 Thread Bill Brooks
You may also have a 25 year system life on your job, and this may not be
incorporated into the sprinkler specification.  It may be in the boiler
plate that's in the hands of the general contractor, and it may not have
been passed along to you.  I believe the sprinkler system would be one of
the elements that would have to meet this life span.  In my experience this
particular requirement is not well understood by anyone on the design side,
the contracting side, or the owner.  Whatever you do you better make it
clear what you intend to provide.  The standard use schedule 40 may not be
applicable for aggressive water conditions if the Sched. 40 pipe won't last
25 years.

Bill Brooks

William N. Brooks, P.E.
Brooks Fire Protection Engineering Inc.
372 Wilett Drive
Severna Park, MD 21146-1904
410-544-3620
410-544-3032 FAX
412-400-6528 Cell

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay Stough
Sent: Thursday, April 05, 2012 2:43 PM
To: sprinklerforum@firesprinkler.org
Subject: UFC3-600-01

Thanks. I had not had anyone ask about MIC in so long, I forgot about it. 
Is anyone testing for MIC and finding anything?  In the last two years,
we've tested 8 systems and only 1 had the possibility of bacterial growth.

 
Jay Stough



 From: etamb...@aerofire.com etamb...@aerofire.com
To: sprinklerforum@firesprinkler.org 
Sent: Thursday, April 5, 2012 1:54 PM
Subject: RE: UFC3-600-01
 
We had a similar comment come up on a USACE project and we were allowed to
get a letter from the local fire marshal saying that there have been no
historical problems with piping corrosion in their district.

Ed
AERO Automatic Sprinkler Company
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