* In the spillway flow of Fig.(2),the flow is assumed uniform and hydro static at section 1 and 2. If losses are neglected, compute (a) V1 and V2 (b) the force Fx per unit width on .structure V 5 m Fx Fig.2 0.7 m 2.3 m/sec, 6.282 m/sec, 61.34 KN O 1.3 m/sec, 9.282 m/sec, 68.34 KNO 9.3 m/sec, 1.282 m/sec, 88.34 KN O none of the above O 5.3 m/sec, 2.282 m/sec, 38.34 KN O

* In the spillway flow of Fig.(2),the flow is assumed uniform and hydro static at section 1 and 2. If losses are neglected, compute (a) V1 and V2 (b) the force Fx per unit width on .structure V 5 m Fx Fig.2 0.7 m 2.3 m/sec, 6.282 m/sec, 61.34 KN O 1.3 m/sec, 9.282 m/sec, 68.34 KNO 9.3 m/sec, 1.282 m/sec, 88.34 KN O none of the above O 5.3 m/sec, 2.282 m/sec, 38.34 KN O

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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