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15.53 Each of two identical pumps has the following characteristics: Q (gpm) H (ft) Efficiency (%) 124 500 119 54 800 112 64 1000 104 68 1300 90 70 1600 70 67 The pumps are used in series to supply water between two tanks with a total static head of 40 ft. The pipeline is 6 in. in diameter and 1200 ft in length, with minor losses 20 times the velocity head. Determine the (a) operating condition of head and discharge, (b) head developed by each 15.54 The two pumps of Problem 15.53 are arranged in parallel to supply water for a total static head of 40 ft. The pipeline is 10 in. in diameter and 1200 ft long with minor losses 20 times the velocity head. Determine the operating condition of head and discharge and the input power. f= 0.022. pump, and (c) input power. f= 0.022.

15.53 Each of two identical pumps has the following characteristics: Q (gpm) H (ft) Efficiency (%) 124 500 119 54 800 112 64 1000 104 68 1300 90 70 1600 70 67 The pumps are used in series to supply water between two tanks with a total static head of 40 ft. The pipeline is 6 in. in diameter and 1200 ft in length, with minor losses 20 times the velocity head. Determine the (a) operating condition of head and discharge, (b) head developed by each 15.54 The two pumps of Problem 15.53 are arranged in parallel to supply water for a total static head of 40 ft. The pipeline is 10 in. in diameter and 1200 ft long with minor losses 20 times the velocity head. Determine the operating condition of head and discharge and the input power. f= 0.022. pump, and (c) input power. f= 0.022.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Problem 15.54 with the following changes: Pipe length= 1500ft Diameter= 12in Total static head= 50ft Minor loss 15 times velocity head Friction factor= 0.018
15.53 Each of two identical pumps has the following characteristics: Q (gpm) H (ft) Efficiency (%) 124 500 119 54 800 112 64 1000 104 68 1300 90 70 1600 70 67 The pumps are used in series to supply water between two tanks with a total static head of 40 ft. The pipeline is 6 in. in diameter and 1200 ft in length, with minor losses 20 times the velocity head. Determine the (a) operating condition of head and discharge, (b) head developed by each pump, and (c) input power. f = 0.022. 15.54 The two pumps of Problem 15.53 are arranged in parallel to supply water for a total static head of 40 ft. The pipeline is 10 in. in diameter and 1200 ft long with minor losses 20 times the velocity head. Determine the operating condition of head and discharge and the input power. f 0.022.
Transcribed Image Text:15.53 Each of two identical pumps has the following characteristics: Q (gpm) H (ft) Efficiency (%) 124 500 119 54 800 112 64 1000 104 68 1300 90 70 1600 70 67 The pumps are used in series to supply water between two tanks with a total static head of 40 ft. The pipeline is 6 in. in diameter and 1200 ft in length, with minor losses 20 times the velocity head. Determine the (a) operating condition of head and discharge, (b) head developed by each pump, and (c) input power. f = 0.022. 15.54 The two pumps of Problem 15.53 are arranged in parallel to supply water for a total static head of 40 ft. The pipeline is 10 in. in diameter and 1200 ft long with minor losses 20 times the velocity head. Determine the operating condition of head and discharge and the input power. f 0.022.
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