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 > _______________________________________________ > Sprinklerforum mailing list > [email protected] > http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum > > To Unsubscribe, send an email to:[EMAIL PROTECTED] > (Put the word unsubscribe in the subject field) > -- Ron Greenman at home.... _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
