msquared48
Structural
Got a problem and need your input...
Have a hydrant that has a static pressure of 75 psi at the 5.25" valve being fed by 20' of 6", 30' of 8" and a 12" main that is cross tied to another 8" main, all DIP. I requested from the local water district the dynamic pressure test results for the hydrant to satisfy the requirements of the Bernoilli equation, but apparently, those are not available.
Apparently, this water district hires a consultant that can simulate the flow from the hydrant without actually running the field test. Is this possible now, and, if so, with what hydrauolic program? Waterworks? Sounds fishy.
Mike McCann
McCann Engineering
Have a hydrant that has a static pressure of 75 psi at the 5.25" valve being fed by 20' of 6", 30' of 8" and a 12" main that is cross tied to another 8" main, all DIP. I requested from the local water district the dynamic pressure test results for the hydrant to satisfy the requirements of the Bernoilli equation, but apparently, those are not available.
Apparently, this water district hires a consultant that can simulate the flow from the hydrant without actually running the field test. Is this possible now, and, if so, with what hydrauolic program? Waterworks? Sounds fishy.
Mike McCann
McCann Engineering