DITTO George!!!!

 

Mike
 
> From: [email protected]
> To: [email protected]
> Subject: RE: Pipe Size
> Date: Wed, 12 May 2010 14:57:57 -0400
> 
> First, lessening the pressure differential between flowing heads on a line
> will reduce overdischarge.
> 
> 2nd, larger K-factor heads tend to accentuate overdischarge between flowing
> heads.
> 
> Keeping the original K factor while upping the end pces to 1.25", and likely
> switching from Sch 40 to Sch10 in doing this, you'll have less demand if the
> MRA is uniform. That's elementary hydraulics. And this is one of those
> occasions when I'm glad I had to learn hand calcs, cause if you don't
> understand the interrelationship of the variables, you'd spend an hour or
> two going the wrong way- instead of making a quick change, hitting CALC, and
> seeing the result go up or down.
> 
> Yes, I'm aware of what happens in irregular MRAs. Did a presentation years
> back on this, where tossing in a couple 90's on a BL n the MRA caused a 2
> PSI increase in demand for that line, a contractor could argue that the 5
> PSI cushion covered this. Except that this was the only line in the MRA
> with the added offsets, so virtually every other head in the MRA
> overdischarged, and it was a 7 PSI impact to the MRA, and the 5 PSI buffer
> went to 2 PSI over the curve. I believe some of the plan reviewers in the
> room followed my point. The inspectors had been asleep for an hour, once the
> seminar moved to hydraulics.
> 
> 
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Russell
> Sent: Wednesday, May 12, 2010 12:19 PM
> To: [email protected]
> Subject: RE: Pipe Size
> 
> Well, what I'm getting at is that the more water that is flowing from the
> remote area the less residual pressure you have available at the source. The
> less residual, the less the safety factor. The same as trying to use
> sprinklers with a k-factor of 8.0 in a light hazard design. It'll kill your
> calc's.
> 
> Russell
> 
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