I about shit myself when I saw Licking instead of kicking after it was too late 

Sent from my iPhone

On Jun 11, 2013, at 9:34 PM, "Steve Leyton" <st...@protectiondesign.com> wrote:

> I've been hanging blinds, and just now have the time to note this most 
> extraordinary turn of the thread.  I got nothing - this may be the greatest 
> correspondence in the history of the Forum.
> 
> Remember back in 1997 or thereabout, when an errant email home from some kid 
> in the Midwest (no, not you Brad) was updating her parents about how much fun 
> she was having at Grandma and Grandpa's, and that evening they enjoyed a 
> great visit with the Slotnicks?  Good times.
> 
> Yessir, Mr. Muncy.  On topic from hereto forward, siryessir!
> 
> SL
> 
> 
> -----Original Message-----
> From: sprinklerforum-boun...@lists.firesprinkler.org on behalf of Ron Greenman
> Sent: Tue 6/11/2013 5:53 PM
> To: sprinklerforum@lists.firesprinkler.org
> Subject: Re: adjusting the K-Factor with our bare hands
> 
> I love the 1. Typo. or 2. Auto Correct. or 3. Freudian ????? or 4. Slotism.
> 
> "...and I'm licking myself...."
> 
> You just keep "hanging out with the woman and licking yourself." It's not a
> pretty picture, but it will be now and forever be how I think of you.
> 
> As my father-in-laws dementia advanced, but before he was totally lost we
> were over at his house. My eldest son and I were hanging with him when a
> couple of family friends showed up. These were both women, both our age
> (not his), long time family friends, and under normal circumstances would
> be very recognizable to him. Note that both always were way too much
> make-up. On this particular occasion he didn't remember who they were and
> his comment was, and totally out of normal character, " Hey! Who ordered
> the hookers?" He passed away a bit over a year ago but when I think of him
> it's saying and I always chuckle. You just keep licking yourself for a long
> time, OK.
> 
> And let Leyton Yosemite Sam out on Brad.
> 
> 
> 
> On Tue, Jun 11, 2013 at 5:32 PM, George Church <g...@rowesprinkler.com>wrote:
> 
>> Brad
>> I'd rather spend my remaining time with my wife and I'm licking myself for
>> saying anything. Btw who might be accepting this for the jurisdiction?
>> 
>> Sent from my iPhone
>> 
>> On Jun 11, 2013, at 3:56 PM, "Brad Casterline" <bcasterl...@fsc-inc.com>
>> wrote:
>> 
>>> Thanks Matt and Ron. I appreciate ALL feedback.
>>> I like posting numbers because there is no opinion, personal feelings,
>>> hearsay, etc. I know a ton about D-W and H-W, and I do not need to repeat
>>> the Velocity of Efflux experiments of the early 1600's to know I am
>> correct
>>> about K-Factors. Would it be too much to ask of you to simply work a few
>> of
>>> the numbers that back up the concepts I post, BEFORE I get your
>> Criticisms
>>> and Opinions? Either that or YOU show ME how it is done- adjusting
>> K-Factors
>>> I mean, from NFPA 13 referenced earlier?
>>> 
>>> 
>>> -----Original Message-----
>>> From: Ron Greenman [mailto:rongreen...@gmail.com]
>>> Sent: Tuesday, June 11, 2013 2:03 PM
>>> To: sprinklerforum@lists.firesprinkler.org
>>> Subject: Re: adjusting the K-Factor with our bare hands
>>> 
>>> can I say strongly enough how much I agree with what Matt said? can I say
>>> it again? And third time being the charm, I agree with what Matt said--a
>>> lot--and with George's earlier comments.
>>> 
>>> 
>>> On Tue, Jun 11, 2013 at 11:40 AM, Matt Grise <m...@afpsprink.com> wrote:
>>> 
>>>> I would strongly caution against using this method for estimate
>>>> calculations. (Without doing extensive testing to verify that it is
>>>> accurate)
>>>> 
>>>> The D-W and H-W calculation methods are simply approximations of how
>>>> fluids interact with themselves and the pipe they are in. The H-W
>> equation
>>>> and the K-factor concept are two VERY specialized cases that are
>> intended
>>>> only to describe warm water in pipes coming out of a smooth hole.
>>>> 
>>>> The k-factor only relates the ease with which water can escape a
>>>> sprinkler. If you plug in a modified k-factor, you are still using H-W
>> to
>>>> describe how the fluid is moving through the pipes. The reason that you
>>>> have to switch to the D-W equation is because H-W will give you the
>> wrong
>>>> answer. If you use a modified K factor with H-W (instead of D-W) the
>> most
>>>> likely outcome is a wrong answer - although maybe not the same wrong
>>> answer
>>>> as before.
>>>> 
>>>> Matt Grisé PE*, LEED AP, NICET II
>>>> Sales Engineer
>>>> Alliance Fire Protection
>>>> 130 w 9th Ave.
>>>> North Kansas City, MO 64116
>>>> 
>>>> *Licensed in KS & MO
>>>> 
>>>> 913.888.0647 ph
>>>> 913.888.0618 f
>>>> 913.927.0222 cell
>>>> www. AFPsprink.com
>>>> 
>>>> 
>>>> 
>>>> On Jun 11, 2013, at 7:52 AM, "Brad Casterline" <bcasterl...@fsc-inc.com
>>> 
>>>> wrote:
>>>> 
>>>>> From NFPA 13-2007, 22.4.4.5.1, we are required to, among other things,
>>>>> adjust the K-Factor.
>>>>> 
>>>>> Using  the Hazen-Williams friction formula, 62.4 lb/ft3 / 144 in2 =
>> .433
>>>>> lb/in2/ft(h).
>>>>> 
>>>>> If we have an AF solution at 65.5 lb/ft3, / 144 = .455 lb/in2/ft(h).
>>>>> 
>>>>> If K=5.6, and we assume P=7 PSI.:
>>>>> 
>>>>> 7/.433=16.166 ft(h). 7/.455=15.385 ft(h).*
>>>>> 
>>>>> 15.385/16.166=.952. sqrt(.952)=.976, x 5.6 = 5.46.
>>>>> 
>>>>> There is a chart in 13 showing a 50% glycerin solution at about -10F
>>>>> weighing about 15% more than 100% water: 62.4 x 1.15 = 71.76.
>>>>> 71.76/144=.498. 7/.498=14.056 ft(h). 14.056/16.166=.869.
>>>> sqrt(.869)=.932, x
>>>>> 5.6 = 5.22.
>>>>> 
>>>>> If I had to fab the pipe today and formalize the submittal tomorrow
>>>> (after
>>>>> googling centipoises for several hours) I would calc it like it was
>> 'all
>>>>> wet', using K=5.22.
>>>>> 
>>>>> * converting PSI to feet of head(h) it is seen that the denser the
>>>> solution,
>>>>> the 'shorter' it is. Since v=sqrt(2gh), the shorter it is the slower it
>>>> is.
>>>>> Making the adjustment based on "h", we have to take the square root of
>>>> the
>>>>> ratio, i.e., (K=Q/sqrtP). If adjusted based on velocity we would use
>> the
>>>>> ratio itself (square feet=cubic feet per second divided by feet per
>>>> second):
>>>>> sqrt(2*32.2*16.166)=32.266 ft/sec.
>>>>> 
>>>>> sqrt(2*32.2*15.385)=31.477 ft/sec.
>>>>> 
>>>>> 31.477/32.266=.976.
>>>>> 
>>>>> 
>>>>> 
>>>>> The above is simply the type of thing I enjoy doing and like to share,
>>>>> hoping it will cause no harm, to be taken or left as one sees fit.
>>>>> 
>>>>> 
>>>>> 
>>>>> thanks,
>>>>> 
>>>>> 
>>>>> 
>>>>> Brad Casterline, NICET IV
>>>>> 
>>>>> Fire Protection Division
>>>>> 
>>>>> 
>>>>> 
>>>>> FSC, Inc.
>>>>> 
>>>>> P: 913-722-3473
>>>>> 
>>>>> bcasterl...@fsc-inc.com
>>>>> 
>>>>> www.fsc-inc.com
>>>>> 
>>>>> 
>>>>> 
>>>>> Engineering Solutions for the Built Environment
>>>>> 
>>>>> 
>>>>> 
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>>> 
>>> 
>>> --
>>> Ron Greenman
>>> (???????? ???? ????? 6 ??????)
>>> 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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> 
> 
> 
> --
> 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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