Rahe,

Got it. Thanks.

On Wed, Dec 29, 2010 at 8:39 AM,  <[email protected]> wrote:
> Ron,
> Go to Google. Click on "more".
> Type in "hydraulic tables". Scroll down to "hydraulic tables: the elements of 
> gagings and the friction of ...". Click on title and the book will come up 
> starting with the contents.  On the far right side click on "PDF".  It will 
> ask you to type the weird characters you see then click "submit".  Then click 
> save to save entire book to a folder of your choice.
>
>
>
> Rahe Loftin
> Sent from my Blackberry
>
>
> ----- Original Message -----
> From: Ron Greenman [[email protected]]
> Sent: 12/29/2010 08:13 AM PST
> To: [email protected]
> Subject: Re: USACE Velocity
>
>
>
> Do you have a link? I'm being (L)azy today as I'm on (b)reak and it
> (s)nowed. The RG equation is 1b + 1s = 3L
>
> On Wed, Dec 29, 2010 at 8:08 AM,  <[email protected]> wrote:
>> Todd,
>> Nothing is "snuck" in and there is definitely no entrapment.  It is in plain
>> English in the spec.  It is the contractor's responsibility to read all of
>> the specification and ask for any clarification that he thinks is needed.  A
>> clarification or amendment for one also for all bidders.
>>
>> Quite frankly, it does help to clarify the reasoning, on this forum, behind
>> some of the requirements.  I like open discussions such as these.  However,
>> always remember that the spec is a contract document regardless of what it
>> requires no matter how ridiculous it may seem.  Everybody bids the same set
>> of contract documents.
>>
>> By the way, Hazen-Williams is not all some believe it is.  It works fairly
>> well with water based sprinkler systems as long as it is applied correctly.
>>  New sprinkler systems with reasonable flows, pressures, velocities, and
>> temperatures will do OK with H-W.
>>
>> One example is working with aged versus new pipe. There is no clear cut
>> methodology to compensate for the added roughage other than lowering the
>> C-factor.  Once you try to get below C=100 you are in no man's land.  I
>> suggest that everyone reads the original works of H&W and see for
>> themselves.  It is free on Google Books as the copyright has expired.
>>
>>
>>
>> Rahe Loftin
>> Sent from my Blackberry
>>
>>
>> ----- Original Message -----
>> From: Todd Williams [[email protected]]
>> Sent: 12/29/2010 10:39 AM EST
>> To: [email protected]
>> Subject: RE: USACE Velocity
>>
>>
>>
>> If you want a safety factor in the design include ONE plainly stated safety
>> factor and be done with it. They all typically accomplish the same thing, so
>> keep it simple. Unless you are trying to trip up contractors in the bidding
>> process to keep the prices down, there is no reason to do sneak all of this
>> little stuff in a spec.
>>
>> At 09:57 AM 12/29/2010, you wrote:
>>>
>>> One last thing to note about the velocity restrictions: their use helps to
>>> continue the myth throughout engineering circles that they are a necessity.
>>>  I am certain most engineers who see a GSA spec with the velocity
>>> restrictions aren't thinking it is there merely to give a larger safety
>>> factor. Instead they are thinking things like :'high velocity is bad for
>>> pipes'; 'it is too noisy'; 'the H-W equation is invalid at high velocities',
>>> etc. So they continue to keep it within THEIR specs, which are seen by other
>>> engineers and AHJs - and the myths of velocity restrictions continue.
>>>
>>> And if there is a desire to keep the restrictions in place strictly for
>>> the more robust design, then please explain it in the specs, so the myths
>>> aren't promulgated. 'As an additional safety factor, all pipe velocities
>>> shall be limited...' At least then if the design goes awry the
>>> designer/engineer can come back and explain why the restriction should be
>>> lifted for their particular case.
>>>
>>> Mark A. Sornsin, PE | Fire Protection Engineer
>>> Ulteig Engineers, Inc. |Fargo, ND
>>> Direct:    701. 280.8591 | www.ulteig.com
>>>
>>> -----Original Message-----
>>> From: [email protected]
>>> [mailto:[email protected]] On Behalf Of Ron Greenman
>>> Sent: Tuesday, December 28, 2010 5:40 PM
>>> To: [email protected]
>>> Subject: Re: USACE Velocity
>>>
>>> Given your argument maybe the oversized main/velocity restriction is
>>> just a simpler way to get desired results in most cases but your
>>> example points to the less than most cases and is valid. And maybe a
>>> simple way to beat the devil isn't any more warranted than designing
>>> to the extreme least costly. Comes back to the fact that some projects
>>> are less critical than others and lend themselves to the low bid at
>>> any cost philosophy, some have higher goals that can be dealt with by
>>> using rule of thumb requirements, and some are so high value that
>>> neither approach works, but since each project is unique until
>>> defined. Each has to be analyzed and assessed, the cost of that
>>> assessment being commensurate with the benefit of paying for it.Mark's
>>> example requires a lot of value engineering to avoid very high
>>> unnecessary costs, a strip mall or the latest Meth Lab Manor apartment
>>> complex needs to be low-balled, while most projects may be somewhere
>>> in between.
>>>
>>> _______________________________________________
>>> Sprinklerforum mailing list
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>>>
>>> For Technical Assistance, send an email to: [email protected]
>>>
>>> To Unsubscribe, send an email to:[email protected]
>>> (Put the word unsubscribe in the subject field)
>>
>> Todd G. Williams, PE
>> Fire Protection Design/Consulting
>> Stonington, CT
>> 860.535.2080
>> www.fpdc.com
>>
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>>
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>
>
>
> --
> Ron Greenman
> Instructor
> Fire Protection Engineering Technology
> Bates Technical College
> 1101 So. Yakima Ave.
> Tacoma, WA 98405
>
> [email protected]
>
> http://www.bates.ctc.edu/fireprotection/
>
> 253.680.7346
> 253.576.9700 (cell)
>
> Member:
> AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC
>
> They are happy men whose natures sort with their vocations. -Francis
> Bacon, essayist, philosopher, and statesman (1561-1626)
> _______________________________________________
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>
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>
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>
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-- 
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

[email protected]

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

253.680.7346
253.576.9700 (cell)

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

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