I was writing this without knowing George was going to beat me to the
send button. When I mentioned ignore the last suggestion I was
referring to the last paragraph in your post, not George's post. By
all means follow Georgre's suggestions.

On 8/3/07, Ron Greenman <[EMAIL PROTECTED]> wrote:
> I'm surprised you haven't gotten more traffic on this. I think the
> last suggestion won't tell you anything except the difference in
> elevation between the two hydrants. I suggest anything you can find by
> Scandialato (forgive me Godfather if I misspelled your name) on this
> topic will give you insight into reality versus an enginnering take
> the math out to four decimals approach.
>
> On 8/3/07, Richard Lindner <[EMAIL PROTECTED]> wrote:
> > In order to get a flow test done for a project, the local water utility will
> > perform the flow test but we need to be present to "record the numbers".
> > Being that I have never had to do this, I wanted to ask the group for their
> > thoughts and recommendations of what is considered "standard operating
> > procedure".
> >
> > I have already printed out a copy of AFSA's "Flow Test Information Sheet".
> > I can pretty much figure out where to put most of the "info" but would
> > appreciate any pointers, methods, etc that others use.  What should I be
> > looking for, what should I be asking for, etc.
> >
> > One item that I was told a while back when requesting a flow test was to ask
> > for the system to be tested both directions, ie, read static on hydrant 1,
> > residual on hyd 2 and then switch everything around to then be able to
> > static hyd 2, residual hyd 1.  Guess my question is..  is that necessary or
> > just overkill and a waste of time?
> >
> > Appreciate any pointers.
> >
> > Richard
> > _______________________________________________
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> >
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>
>
> --
> Ron Greenman
> at home....
>


-- 
Ron Greenman
at home....
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