Ron and everyone else,
Thanks for your replies.  I thought that this would be the case, but I
believe that this is the first time that I have actually had a pressure
increase due to elevation loss.  It made sense that I would gain the
pressure and I did add it in to my calc program, but I wanted to make sure
that I wasn't about to make a rookie mistake.  The additional pressure
helped tremendously in the calcs on a job that has already been twisting by
brain anyway.

Again, thanks for your help!

Bob Knight

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Ron Greenman
Sent: Sunday, September 09, 2007 7:27 PM
To: [email protected]
Subject: Re: Pressure and Elevation

Bob,

It's our friend gravity. Sometimes he's with us and sometimes again'
us. This time you're on the winning side. Nature and mathematics both
like balance.

On 9/8/07, Bob Knight <[EMAIL PROTECTED]> wrote:
> I have a situation where there is approximately a 35' drop in elevation in
> the UG piping from the point-of-connection to the building.  This is a
> situation that usually seems to occur in reverse.  If it were an increase
in
> elevation I would account for the elevation pressure loss in my
> calculations, but since this is a drop in elevation do I take that into
> account with my calculations as well?  This would give me an additional 15
> or so psi at the base of riser.  To me this seems wrong, but is it?  Do I
> add this to my static and residual pressure?  Or, is this just added to
the
> residual?  Or, do I do nothing at all?
>
> Bewildered in Idaho,
>
> Bob Knight, CET
> (208) 495-2057
> [EMAIL PROTECTED]
> www.firebyknight.com
>
>
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> 8:36 AM
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-- 
Ron Greenman
at home....
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