Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 18.00 m 4 to 5: 6.00 m W.S. |ELEV. 140 ELEV. 128 M 3 ELEV. 15M 5 6
Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 18.00 m 4 to 5: 6.00 m W.S. |ELEV. 140 ELEV. 128 M 3 ELEV. 15M 5 6
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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Question
A 6 in. pipe, as shown in the figure, takes water from a reservoir and terminates in a nozzle having a jet diameter of 2 in. Assuming a nozzle loss of 8 percent of the velocity head in the jet, compute the discharge (in S.I. units). Also, make a table showing the elevation head, velocity head, pressure head, and total head at each of the six stations. Lastly, draw the hydraulic gradient line (H.G.L.) & the energy gradient line (E.G.L.).
Transcribed Image Text:Head losses in pipe:
1 to 2:
3.00 m
2 to 3:
9.00 m
3 to 4:
18.00 m
4 to 5:
6.00 m
W.S.
|ELEV. 140
ELEV. 128 M
3
ELEV. 15M
5 6
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