WATER RESOURCES ENGINEERING
WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119490579
Author: Mays
Publisher: WILEY
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A laboratory has installed a double-suction, three-stage, centrifugalpump with a discharge of 330 gpm under 200 ft head and running at 1200 rpm. It isproposed to install another pump with double suction and six stages, but of the samecharacteristics, to operate at 98 ft head and deliver 430 gpm. Calculate a) the speed ofthe proposed pump; b) the impeller diameter of the proposed pump if the diameter of theexisting pump is 6 inches; and c) the type of the existing and the proposed pump.
Question 5: For system shown below, estimate: 1. The head, flow rate, and efficiency in case of combined pumps in parallel and series 2. At which configuration should the system be operated? 3. In case pump 2 is turned-off, estimate the shut-off head and free delivery flow rate in the system 20 Hp (m) 40 100 80 60 -Pump 2 Pump 1 Efficiency curve 100 200 Combined in series Combined in parallel 300 Eff. 90% 80% 70% 60% 50% 40% 30% 400 Q(L/min)
A sprinkler head has a discharge rate of 22.5 gal./min and a coefficient K = 5.65. What pressure is required at the sprinkler head?
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