An irrigation channel is designed by Kennedy's method to carry 60 m/s of discharge with base width to depth ratio as "3'. The critical velocity ratio is 1.1 and side slope of the channel 1 horizontal to 2 vertical. The critical velocity of the channel will be m/s. (Answer upto 2 decimal point)

An irrigation channel is designed by Kennedy's method to carry 60 m/s of discharge with base width to depth ratio as "3'. The critical velocity ratio is 1.1 and side slope of the channel 1 horizontal to 2 vertical. The critical velocity of the channel will be m/s. (Answer upto 2 decimal point)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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An irrigation channel is designed by Kennedy's method to carry 60 m/s of discharge with base width to depth ratio as '3'. The critical velocity ratio is 1.1 and
side slope of the channel 1 horizontal to 2 vertical. The critical velocity of the channel will be m/s. (Answer upto 2 decimal point)
y/2
y/2
2
y
1
3y

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