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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