D'Arcy-Weisbach, Hazen Williams. . . Bilbo!! How Cool!!!

Mike Cabral

---- Sprinkler Academy - C Bilbo <[email protected]> wrote: 
> 
> Frans,
> 
>  
> 
> Thanks for your interesting story about formulas and such.  I started on a 
> Tandy TRS-80 (from Radio Shack)and I know that I was late to the game.  I 
> must admit to being impressed by folks with a solid math background.  I am 
> only able to use the tools I have been given during my limited career, and 
> being in the Sprinkler Industry has not left much time for advanced math.  
> 
>  
> 
> According to Skyler Bilbo, the young man that deduced the formula:
> 
>  
> 
> - No integral required.  
> 
>  
> 
> - One straight formula with 4 different variables.  The formula can produce 
> incorrect results with ridiculously high flows and very low pressures.  (Of a 
> kind never encountered in the sprinkler industry.) 
> 
>  
> 
> An associate of mine in San Diego, that I consider brilliant, used the 
> formula on 70 different systems that had been previously done by hand using 
> the "guess and check" method we currently use in the industry.  He reported 
> that every calculated flow and pressure matched his beyond an accuracy of 
> one-thousandth.
> 
>  
> 
> We anticipate more peer review after submitting a report for upcoming 
> editions of trade magazines.   
> 
> It should be recognized that the above is my opinion as a member of the NFPA 
> 13 Committee on Installation Criteria, and has not been processed as a formal 
> interpretation in accordance with the NFPA Regulations Governing Committee 
> Projects and should therefore not be considered, nor relied upon, as the 
> official position of the NFSA nor the NFPA, nor any of their technical 
> committees. 
> 
> Sincerely,
> 
> 
> Cecil Bilbo, Sprinkler Geek/Teacher Dude 
> Academy of Fire Sprinkler Technology
> Champaign, IL
> 217-363-2460
> www.sprinkleracademy.com
> 
> 
> 
>  
> > Date: Tue, 24 Nov 2009 14:59:42 +0100
> > To: [email protected]
> > From: [email protected]
> > Subject: RE: Sprinklerforum Digest, Vol 4, Issue 16
> > 
> > George,
> > 
> > True, it can be done without assumptions, although one needs an 
> > integral to solve it.
> > The integral is of a type that cannot be calculated, but has to be 
> > discovered.
> > It is a lengthy formula and it works for tree type systems only.
> > With the integral it is possible to calculate directly the normal 
> > pressure on nozzles, sprinklers and branch lines without "looking" 
> > forward at the upstream flow.
> > In 1983 I could prove mathematically that the integral exists. In 
> > 1984 I finally discovered the integral.
> > The reason that I was looking for it, was that computers were still 
> > very slow at that time, so iteration required a lot of patience.
> > 
> > Incorporating normal pressures in a grid or looped system can still 
> > be done by iteration only (= with assumptions), although the 
> > assumptions can be estimated automatically.
> > 
> > That same year (1984) I used the formula for the first time in 
> > hydraulic calculations for a Du Pont de Nemours plant in Holland.
> > Du Pont invited me for engineering purposes to Wilmington, where I 
> > also met Mr. Howard W. Packer, member of the NFPA TC for water based 
> > systems.
> > At one of those trips I brought my self-built portable computer case, 
> > containing a Sinclair ZX81 with a Memorex spreadsheet module (a.o. 
> > peripherals).
> > Du Pont had organized a television set to act as computer screen and 
> > I had changed the Sinclair from the European PAL output format to NTSC.
> > This configuration allowed us to perform computerized hydraulic 
> > calculation of the deluge-systems, incorporating normal pressures in 
> > the calculation.
> > The output was printed by a Sinclair printer on an aluminium colored 
> > 4 inch wide paper strip.
> > 
> > In those days Du Pont also had their first Intergraph computer to 
> > make digital process piping layouts.
> > The Intergraph computer was so expensive that they had 3 shifts 
> > operating it 24 hours a day.
> > 
> > Around 1995 we shared the formula with Kevin Kimmel and Mark Lentocha 
> > of FPE Software, who where our business partners at that time.
> > As far as I know FPE never used it.
> > 
> > In our office we still use the formula almost every day. It is 
> > embedded in a spreadsheet program.
> > We think it is too tricky to embed it in a commercial program, 
> > because the user must be very well trained to distinguish in which 
> > cases the formula can be used and when not. Actually it works for 
> > standard tree type deluge, waterspray and sprinkler systems only.
> > When sold as a program it will probably generate a lot of helpdesk 
> > requests. That's why we didn't market it.
> > 
> > Today's computers are so fast that it makes hardly any difference if 
> > you calculate with iteration (= with assumptions)
> > or single run only using the normal pressure integral.
> > 
> > Frans Stoop
> > TOS architecture & fire protection
> > Netherlands <[email protected]>
> > Tel. +31-24-324 0112
> > 
> > At 13:24 23-11-2009 -0500, you wrote:
> > >Actually, I believe a newbie to the industry with a really smart father has
> > >developed a method to NOT make assumptions, but use his formula to simply
> > >plug in your values and go. I believe it will be released soon, once
> > >marketing determines how to make a buck on it.
> > >
> > >Glc
> > >
> > >-----Original Message-----
> > >From: [email protected]
> > >[mailto:[email protected]] On Behalf Of Roland
> > >Huggins
> > >Sent: Monday, November 23, 2009 12:30 PM
> > >To: [email protected]
> > >Subject: Re: Sprinklerforum Digest, Vol 4, Issue 16
> > >
> > >I did an article on it a long time ago (around the time that NFPA 15
> > >started requiring it). I'll see if I can put my hands on an
> > >electronic copy and email it to you.
> > >
> > >If memory serves me correctly, the challenging part is noting that you
> > >have to make an initial ASSUMPTION on how much is flowing out of the
> > >sprinkler since the velocity and flow is calculated for the pipe
> > >section upstream from the sprinkler, you then modify your initial
> > >assumption for the final result (like when using the Hardy-Cross
> > >method for calculating multiple loops by hand though it's a bit more
> > >work).
> > >
> > >Roland
> > >
> > >On Nov 22, 2009, at 5:04 PM, Miguel A. Lopez wrote:
> > >
> > > > I am trying to learn how to manually calculate a sprinkler system
> > > > using the
> > > > velocity pressure method for the NICET exam, I took a webminar on the
> > > > subject, but it did not workout for me, I still confuse with the
> > > > method.
> > > > Will someone recommends me a book that will help me?
> > > > Please respond to my E-Mail address [email protected]
> > > > I want to thank you in advance for your time and consideration
> > > > Miguel A. Lopez
> > > >
> > > > -----Original Message-----
> > > > From: [email protected]
> > > > [mailto:[email protected]] On Behalf Of
> > > > [email protected]
> > > > Sent: Thursday, November 12, 2009 10:20 PM
> > > > To: [email protected]
> > > > Subject: Sprinklerforum Digest, Vol 4, Issue 16
> > > >
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