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Old 05-18-2012, 12:30 AM
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1idejim 1idejim is online now
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Join Date: Jul 2009
Location: State of Jefferson
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Originally Posted by tadpole View Post
The final solution was using a 1/2 inch cap with a 3/8 inch hole drilled dead center. Keywords DEAD CENTER, a little off center and you no longer have a vertical water plume. In this case, the type of pump did not matter. This was a 700 gph mag drive. The 3/8" hole increased the height of the water plume four-fold, which was too high. This was easily corrected by reducing the flow rate.
I would still like to know the formula for determining the effect of flow restriction on PSI. I know there is a formula, engineers have one for everything.
i was sure that extender would have worked. bummer. there is a formula for gpm @ psi static using sized mains but it works on large pipe only i gvess. these gauges are common for use on hydrants for fire depts. see pollard water
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