This is actually pretty dramatic Ron. In Russell's case, if the K25 head is
in a 1" welded pipe-o-let the pressure required at the branch line is the
same as at the head, where as if it is in a 1" mechanical tee the pressure
required at the branch line is the same as if the head was on a 1" x 11'-0"
sprig or drop!

Of course if the K for a K25 was established when it was in a 1" mech tee,
it could rightly be excluded.

Both welded outlets and mech tees have similar hole sizes, but I think the
gaskets on mech tees reduce the AREA of the hole, which plays the biggest
part of the ultimate Coefficient of Discharge, aka, K-Factor.

Just my two no nonsense :)

Brad
On Oct 29, 2016 11:02 AM, "rongreenman ." <[email protected]> wrote:

> Are we once again worrying about the difference between 0.003 psi and
> 0.004 psi?
>
>  If I recall the number we're trying to compare demand against supply is
> based on a formulae with a constant (average), an average C-factor of
> deterioration based on variable conditions over many years, a nominal
> diameter, and a velocity pressure determined by holding a pitot in a stream
> of water that's trying to rip the pitot out of your had while you take an
> average reading from a bouncing gauge that has a +/– built in. Then we do
> the math, round to the nearest 50 gpm, and apply it to a graph so small
> that the width of the line has an effect.
>
> And as Brad said the fitting is calculated into the K factor of the
> sprinkler. And as someone else noted the flexible drop is a drop, not a
> fitting. It has a fitting the sprinkler screws into. It also has a friction
> loss value that has to be an average as it doesn't take the curves into
> account. And do we calculate the gain from the elevation change?
>
> On Fri, Oct 28, 2016 at 8:33 AM, Brad Casterline <[email protected]>
> wrote:
>
>> Here is my original reply, for what it's worth...
>>
>>
>>
>>
>>
>> Russell,
>>
>>
>>
>> My understanding is we do not have to figure the loss for the fitting the
>>
>> sprinkler is in because when the K Factor was being established it was in
>> a
>>
>> fitting.
>>
>> NFPA 13 (2016) 23.4.4.8.1 (9) confirms that.
>>
>> But it's a good question because we're supposed to use a manufacturer's
>>
>> published loss if they have one.
>>
>> So would it make sense to, if the published loss is greater, subtract the
>>
>> loss shown in 13, and include that difference?
>>
>>
>>
>> Brad
>>
>>
>>
>>
>> ------------------------------
>>
>> *From:* Sprinklerforum [mailto:sprinklerforum-bounces
>> @lists.firesprinkler.org] *On Behalf Of *Brad Casterline
>> *Sent:* Friday, October 28, 2016 10:19 AM
>> *To:* [email protected]
>> *Subject:* RE: Hydraulic losses when using a Mechanical Tee on Sprinkler
>> Outlet
>>
>>
>>
>> Here is the e-mail I sent to our in-office guy whom submits questions to
>> NFPA:
>>
>>
>>
>>
>>
>> *****
>>
>> "From NFPA 13- 2016
>>
>>
>>
>>
>>
>> *23.4.3.1.1 *Table 23.4.3.1.1 shall be used to determine the
>>
>> equivalent length of pipe for fittings and devices unless manufacturer’s
>>
>> test data indicate that other factors are appropriate.
>>
>>
>>
>> *23.4.4.8.1*
>>
>> (9) Friction loss shall be excluded for the fitting directly
>>
>> connected to a sprinkler.
>>
>>
>>
>>
>>
>> A 1" tee in the table is 5' equivalent length.
>>
>> A mechanical tee with 1" outlet is 11' equivalent length.
>>
>>
>>
>> If the sprinkler is directly attached to the mechanical tee do we still
>> exclude it?"
>>
>> *****
>>
>>
>>
>>
>>
>> When we got the recent response Gregory pasted, I asked the guy for the
>> exact wording of the submitted question, but since submitting a question
>> on-line 'disappears' once submitted, it was not available. He said he
>> reworded mine a little, but thinks the last line (which is what this is all
>> about) was clear.
>>
>>
>>
>> Personally, I like my original reply to Russell, but I'm just a Tech, so
>> there's that :)
>>
>>
>>
>> Brad
>>
>>
>>
>>
>> ------------------------------
>>
>> *From:* Sprinklerforum [mailto:sprinklerforum-bounces
>> @lists.firesprinkler.org] *On Behalf Of *Russell & Carol Gregory
>> *Sent:* Thursday, October 27, 2016 10:01 PM
>> *To:* [email protected]
>> *Subject:* RE: Hydraulic losses when using a Mechanical Tee on Sprinkler
>> Outlet
>>
>>
>>
>> Ken, and others,
>>
>> We have been excluding the loss for a welded outlet or a mech tee when a
>> sprinkler is directly attached. If the outlet is to feed a pipe (regardless
>> of length) then the standard loss for a branch on tee would be used,
>> however if the Manufacturers Data Sheet states that the loss in a clamp tee
>> is greater than the loss in Table 23.4.3.1.1 (NFPA 13 2016) for a side
>> outlet of tee, THEN the ADDITIONAL LOSS shall be included. I think they
>> should say the Higher EQL Loss should be used so you don’t use less than
>> the Table Loss.
>>
>>
>>
>> Here is a recent NFPA Response to a similar question;
>>
>>
>>
>> Table 23.4.3.1.1 is required to be used to determine the equivalent length
>>
>> of pipe for fittings and devices unless manufacturers' test data indicate
>>
>> that other factors are appropriate. In your situation since the
>> manufacturer
>>
>> specifies an equivalent length of 11 feet, you are required to use 11 feet
>>
>> for the equivalent length.
>>
>>
>>
>> In regards to Section 23.4.4.8(9) of the 2016 edition of NFPA 13, if an
>>
>> extension is used with a tee, that tee must be included in the hydraulic
>>
>> calculations. The allowance to use an extension is restricted to
>> sprinklers
>>
>> with a relative low discharge volume. They will most likely be used for
>>
>> minor adjustments to interface with the ceiling.
>>
>>
>>
>> This answers some of the other Forum responses to my questions but does
>> not answer my problem.
>>
>>
>>
>> What I would like to see is a practical flow test done with a K36 (us
>> k25) head and see if there is a significant difference between welded
>> outlet, threaded tee and clamp tee. Does anyone know if this has been
>> done???
>>
>>
>>
>> Our AHJ has asked for the full loss to be included and this will nearly
>> double the pressure required at a K-36 sprinkler from 345kPa(50psi) to
>> around 600kPa(90psi), if clamp tees are used. There is quite a variation
>> between Brands for the stated EQL.
>>
>> Makes life difficult if site staff change from welded to mechanical
>> fittings and then buy a variety of brands!!!!!
>>
>>
>>
>> Thanks for the responses.
>>
>> Russell Gregory
>>
>>
>>
>>
>>
>> *From:* Sprinklerforum [mailto:sprinklerforum-bounces
>> @lists.firesprinkler.org] *On Behalf Of *Parsley Consulting
>> *Sent:* Friday, 28 October 2016 3:56 AM
>> *To:* [email protected]
>> *Subject:* Re: Hydraulic losses when using a Mechanical Tee on Sprinkler
>> Outlet
>>
>>
>>
>> Russell,
>>     Mark and Todd are both correct.
>>     If the sprinkler is directly attached to the fitting, in this case
>> the welded outlet or mechanical tee, the friction loss through that fitting
>> is excluded from the hydraulic calculations, per NFPA 13, 23.4.4.7.1(9).  I
>> don't know that I've ever had a set of calculations sent back with a
>> comment that I didn't include the friction loss equivalent for the welded
>> outlet or mechanical tee which was directly attached to the sprinkler.
>>     Todd's comment is valid as well, however it's worth noting, I
>> believe, that when you're designing a system with flexible drops you must
>> account for the equivalent length of the device, using the manufacturer's
>> data.  My own experience has been that those values are substantial.
>> sincerely,
>>
>>
>> *Ken Wagoner, SET *
>>
>>
>> *Parsley Consulting 350 West 9th Avenue, Suite 206 Escondido, California
>> 92025 *
>> *Phone 760-745-6181 <760-745-6181> **Visit our website
>> <http://www.parsleyconsulting.com/> *
>>
>> On 10/27/2016 1:30 AM, Russell & Carol Gregory wrote:
>>
>> I posted a message on this subject early this month but only received one
>> reply(thanks Brad). This was surprising as I thought it was a serious
>> problem if the full EQL for tee had to be added to calculations. Especially
>> if the change was made on-site after design had been completed with welded
>> outlets.
>>
>> So my query is as follows;
>>
>>
>>
>> When calculating a Range Pipe with welded threaded outlets for sprinklers
>> it is not necessary to include a loss for the water leaving the range pipe
>> and entering the sprinkler. The total pressure is assumed to apply to the
>> sprinkler orfice.
>>
>> This means that a 80nb pipe with a 25nb outlet and a k36 sprinkler does
>> not have an additional loss added for the outlet fitting.
>>
>>
>>
>> If I change my design and fabricate the 80nb range pipe with 80 x 25
>> Mechanical Tees for the Sprinkler outlet do I have to apply an additional
>> loss factor for that fitting? The published EQL for Mech tees varies
>> greatly between brands,( 0.8m up to 2.4m). This means a head pressure of
>> 345kPa would need around 600kPa in the range if this additional loss is
>> added.
>>
>>
>>
>> Questions;
>>
>> 1.       Is it common practice in USA to use 80 x 25 clamp/mechanical
>> tees  for attaching large bore Storage Sprinklers directly to 80nb range
>> pipes?
>>
>> 2.       Is it common practice to add in an additional loss for the
>> clamp tee, in the hydraulic calculation, where the sprinkler is directly
>> fitted to the tee outlet?
>>
>>
>>
>> I would appreciate the Forum members advise as to what is the standard
>> practice in the USA.
>>
>>
>>
>> Russell Gregory
>>
>> Christchurch
>>
>> New Zealand
>>
>>
>>
>> e-mail [email protected]
>>
>>
>>
>>
>>
>> _______________________________________________
>>
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>>
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>>
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>>
>>
>
>
> --
> Ron Greenman
>
> 4110 Olson Dr., NW
> Gig Harbor, WA 98335
>
> [email protected]
>
> 253.576.9700
>
> The Universe is monstrously indifferent to the presence of man. -Werner
> Herzog, screenwriter, film director, author, actor and opera
> director (1942-)
>
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