Before we went to SprinkCALC and had to use the older built-in Pro2 engine
in SprinkCAD, they had these wonderfully over-detailed hydraulic data
blocks that included an advanced summary section.  This had max density
available and the GPM at the max available density. This info was included
even in demand-based calcs.  The CALC ones are set up to look like actual
data placards with some extra info.  I kind of miss the old ones.

Here's what the old ones look like:
https://www.dropbox.com/s/giuhmotkrjbqi47/Pro2%20data.PNG
And the new ones: https://www.dropbox.com/s/pp0cnvl7p5btejv/CALC%20data.PNG



Benjamin Young


On Thu, May 22, 2014 at 10:38 AM, <[email protected]> wrote:

> I don't know if Hydracad or SprinkCad has the same option as HASS but HASS
> puts out a secondary calc called Full Flow.  We looked at this and were a
> bit surprised of the results.  Basically when we calculate a system all we
> are doing is proving that we can achieve the required minimum flow and
> pressure within the hydraulically remote area.  When you're done you end up
> with a comparison of REQUIRED versus AVAILABLE pressure and flow.  AS long
> as the REQUIRED is less than the AVAILABLE all is good.
>
> What you don't see is what actually could be discharged based on the
> ACTUAL pressure and flow.  For example if you have a 250 gpm sprinkler
> demand with a required BOR pressure of 50 psi and the water supply can
> provide 1000 gpm at 125 psi, your FULL FLOW conditions will discharge MUCH
> more than the 250 minimum required.
>
> So when there is a robust water supply your LH system can easily discharge
> rates closer to an EH system.
>
> Also consider the statistical data of most fires being controlled by one
> to three sprinklers and we're calculating more than that so you can see
> where the difference between physics and reality come into play.
>
> Craig L. Prahl, CET
> Fire Protection Group Lead
> CH2MHILL
> Lockwood Greene
> 1500 International Drive
> Spartanburg, SC  29303
> Direct - 864.599.4102
> Fax - 864.599.8439
> CH2MHILL Extension  74102
> [email protected]
>
>
>
> -----Original Message-----
> From: Sprinklerforum [mailto:
> [email protected]] On Behalf Of Brad
> Casterline
> Sent: Thursday, May 22, 2014 9:54 AM
> To: [email protected]
> Subject: RE: Area/Density Method and Walls
>
> "The designed system has little to do with physics or reality."
>
> Roland, I did not want to take your statement out of context completely,
> because I know how much that hurts sometimes, so I did not trim this thread.
>
> I am always trying to quantify things as best I can so here is my shot:
>
> At the time calculations were being accepted into NFPA 13 the 'reality'
> was that pipe scheduled systems had worked for 90 years.
> In order for proposed changes to be accepted (then and now I guess) an
> equivalency of some sort had to be shown, and that is where the 'physics'
> came in, along these lines: given a certain water supply, what flows will
> a scheduled system produce? Now, for the sake of economy, how much can we
> beef it up here and slim it down there and still get equivalent results;
> mix a little fluid mechanics theory with a lot of water flow measurements
> and...
> BOOM! the density/area curves where born.
>
> So calculated systems using the density/area curves are nothing more than
> reconfigured pipe scheduled systems at their roots.
>
> This is just my current understanding, and if it is mostly correct, it
> makes real and perfect physical sense (to me anyway) ;)
>
> Brad Casterline, SET
>
> ps- I think calcs were a quantum leap in fire sprinkler design, and I
> think the future WILL involve 'fire having something to do with it'.
>
>
> -----Original Message-----
> From: Brad Casterline [mailto:[email protected]]
> Sent: Wednesday, May 21, 2014 12:12 PM
> To: 'Roland Huggins'; 'SprinklerFORUM'
> Subject: RE: Area/Density Method and Walls
>
> Three people took NFPA 13 from pipe scheduled to calculated:
> Jack Wood, Lin McCool, and Hasu Doshi.
> The Density/Area Curves "had nothing to do with fire" according to Hasu,
> the only one of the three still alive.
> The calculations were performed to see if they could get mains from 8" to
> 6"
> by making the lines a little bigger and still get the same total flow.
> So Chris, if you were pipe scheduling your set-up you would ignore the
> walls, right? So there is your answer.
> When I said I would consider any barrier I mean I would see in full color
> 3D the flames and smoke and sprinkler spray of what I think would probably
> happen, but what I would calc and print and walk the 40 feet to where my
> supervising FPE of ~35 years, Hasu Doshi, is, I will have ignored the walls.
> Hope that helps Cecil.
>
> Brad Casterline
> Designer Member, AFSA
>
> -----Original Message-----
> From: Roland Huggins [mailto:[email protected]]
> Sent: Wednesday, May 21, 2014 10:41 AM
> To: SprinklerFORUM
> Subject: Re: Area/Density Method and Walls
>
> Actually a good question.
>
> Generally speaking you ignore the walls (exception the room design of
> course and others like small systems where you simply add additional water
> to the calc).  The designed system has little to do with physics or
> reality.  I've yet to see a pendent sprinkler discharge water in a 10X13
> rectangle, the amount of water hitting the flow is NOT equal to the
> assigned density (even IF it did flow uniformly throughout the pattern
> which it doesn't), friction loss through fittings is not well accounted for
> from an academic standpoint, if you move the sprinkler an additional 6" off
> a wall it will greatly increase the required pressure but do you think it
> will really affect the performance, unbounded fires do burn in a relative
> circle but the design as never been based on that etc etc.  The reality of
> the design is that it is a well defined process whereby different people
> get relatively similar results AND IT WORKS to control the fire.
>
> As such, for a new design, the approach ensures that a fire located
> anywhere will be controlled by assigning the remote area in the most
> hydraulically demanding location regardless of walls.  When modifying a
> system, you will not find anything that relaxes this conservative approach.
>  So if you are looking for a get out of jail card, get comfortably because
> you're staying in jail.  Now as an engineer evaluating a modification, one
> could challenge the conventions of the standard and I believe still have an
> adequate system.
> If one is thinking to avoid lawsuits, don't be an engineer (or contractor
> for that matter).  I know of a case where the building burned down and the
> control valve was known to be closed and RECORDED as such for 6 months
> before the fire.The contractor is still being sued - UFB.
>
> Somewhat what Cecil said with a touch of my opinion that is not I say not
> (think of the big chicken from Looney Tunes Foghorn Leghorn pronouncing
> that) to be considered an interpretation for NFPA 13 or any other NFPA
> standard (with a few less THE's).
>
> Roland Huggins, PE - VP Engineering
> American Fire Sprinkler Assn.       ---      Fire Sprinklers Saves Lives
> Dallas, TX
> http://www.firesprinkler.org
>
>
>
>
>
> On May 20, 2014, at 5:12 PM, Cahill, Christopher <[email protected]>
> wrote:
>
> > I can't believe I'm asking this question after all these years.
> > Anyway,
> swallowing pride and asking.
> >
> > 2010 NFPA 13 strict Density/Area method 11.2.3.2 and 22.4.4.1.1.
> > Great
> big room being subdivided. Existing system with a new wall added between
> heads on a BL.  Contractor had to add a head on one side to preserve the
> existing spacing (area) of the heads.  Without head over 130 sq.ft.  I take
> the 1.2 ^.5 of the area and get 46.5' required along the BL.  Original
> system lets say calc'd 5 heads on the BL.  But now in the same 46.5' there
> are 6 heads on the BL.  Do I ignore the wall and require a new calc?  What
> if the wall is rated 1 hour do I ignore it?
> >
> > I looked all over and can't seem to find anything definitive. Room
> > design
> is out so not a consideration.  22.4.4.1.1.1 simply says all the heads in
> the 46.5'.  I can't find anything that says either to count the wall as a
> break so measure 46.5' from the wall in each direction and still see if
> there are 5 head or ignore it and there are now 6 heads.  I find 11.1.2
> that clarifies to extend the density or not.  I don't think that's
> applicable exactly. The question is not about whether to extend the density
> on either side. Let's just say it's all OH.
> >
> > It gets a little more complex as on the one side of the wall they cut
> > a
> head in on the BL but on the other side there is a perpendicular new wall
> and they come off same BL and arm over to two more head so if I ignore the
> walls there are now 8 heads off the 1 BL.
> >
> > Prefer a code section or written reference 'cuz this is going to be a
> > big
> deal if we ignore the walls.  Ordinarily with unrated walls they are
> ignored in density/area (of course can't find that reference).  I think I'm
> getting tripped up with the rated portion? Or maybe I'm just tired????
> >
> > Chris Cahill, PE*
> > Associate Fire Protection Engineer
> > Burns & McDonnell
> > Phone:  952.656.3652
> > Fax:  952.229.2923
> > [email protected]<mailto:[email protected]>
> > www.burnsmcd.com<http://www.burnsmcd.com/>
> > *Registered in: MN
> >
> >
> > Proud to be #14 on FORTUNE's 2014 List of 100 Best Companies to Work
> > For
> >
> >
> >
> >
> > _______________________________________________
> > Sprinklerforum mailing list
> > [email protected]
> >
>
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