Thanks, Travis.  Seems more complicated than it has to be, but I guess
that’s how you get around software limitations.

Concerning your original question:  I noticed on a different forum you & the
AHJ agreed to use a temp that is subceeded (if that’s a word) only about
once per year.  Seems reasonable.  


Roland:  It wouldn't hurt my feelings if the DW requirement was tossed.
Barring that, there certainly should be more guidance for temperature
selection.  I envision a lot of layout techs (myself included) fumbling big
time.  Getting input from the AHJ is a great idea, but they also need
guidance.  

Using Travis' project as an example, how's a contractor supposed to bid
something like that?

Ed Kramer
Littleton, CO




> -----Original Message-----
> From: [EMAIL PROTECTED] [mailto:sprinklerforum-
> [EMAIL PROTECTED] On Behalf Of Travis Mack, SET
> Sent: Thursday, September 18, 2008 4:10 PM
> To: [email protected]
> Subject: RE: viscosities
> 
> Ed:
> 
> This system is entirely in the attic.  The riser is the only portion
> that is
> in the heated space.
> 
> I do these calculations in 2 parts.  I calculate the system back to the
> interface of anti-freeze solution / water and get a pressure & flow
> demand
> at that point utilizing the DW calcs.  I then do a second calculation
> using
> HW that is from the city supply to the interface point.
> 
> It is basically how we used to do rack systems calculations.  You calc
> the
> rack system and get a k-factor with pressure/flow demands.  Plug that
> into
> the overhead system and there you go.
> 
> In several people that I have talked to today about this, I am getting
> about
> 50/50 of saying to use each temp.  It is pretty funny.  I am still
> waiting
> on the AHJ.  Hopefully, I can get a pretty decent concensus soon.
> 
> 
> 
> -----Original Message-----
> From: [EMAIL PROTECTED]
> [mailto:[EMAIL PROTECTED] On Behalf Of Ed Kramer
> Sent: Thursday, September 18, 2008 2:43 PM
> To: [email protected]
> Subject: RE: viscosities
> 
> Travis,
> 
> This doesn’t address your question, but I'm curious if the entire AF
> system
> is subject to outdoor temps (or just part of it).
> 
> I ask, because if a significant part of the system is in a heated area,
> then
> it further complicates selecting an appropriate viscosity.  My limited
> understanding of HydraCalc is that a single viscosity and a single
> density
> is entered for the entire calc (if I'm wrong, someone please correct
> me).
> Do you use the high viscosity (extreme min temp), the medium viscosity
> (average min temp) or the low viscosity (room temp)?  Obviously the room
> temp viscosity wouldn't be appropriate, but how's a designer to choose?
> As
> in your example, the selected viscosity can make a whale of a difference
> in
> system costs.
> 
> I've yet to calc an AF system using Darcy-Weisbach, so I'm hoping
> someone
> can enlighten me.
> 
> Ed Kramer
> Littleton, CO
> 
> 
> 
> > Ok..another viscosity question.
> >
> > When using HydraCalc to calculate antifreeze systems using the Darcy
> > method, it asks for viscosities of solutions.  I have a data sheet
> > with the viscosities at various concentrations and various
> > temperatures.  My question is, do you use the average daily minimum
> > temperature for an area, or the extreme daily minimum for an area?
> > For this particular project, the difference is 40°F in the 2
> > temperatures.  With the average daily minimum temperature, the system
> works with the available pressure.
> > With the extreme daily minimum, the city supply is not even close.
> > There is a 100+ psi swing in the demands.
> >
> > So, do we go with average minimums, or extreme minimums?
> >
> > There is always the option to go to a dry system, but the increased
> > design areas and reduced c factor will also force a pump on this
> > project.  An anti-freeze system at average daily minimum works without
> > a fire pump.
> > However, we don't want to design/install an inadequate system.
> >
> >
> > Please feel free to call if you have any questions or comments.
> >
> > Travis Mack, SET
> > MFP Design, LLC
> > 2508 E Lodgepole Dr
> > Gilbert, AZ 85298
> > 480-505-9271
> > [EMAIL PROTECTED]
> >
> 
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