An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec. The side slopes are to be 1H: 1V. The ratio of full supply depth to bed width is to be 1:6. Assuming the Manning's 'n' as 0.018, calculate the full supply depth, bed width and bed slope of the channel.

An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec. The side slopes are to be 1H: 1V. The ratio of full supply depth to bed width is to be 1:6. Assuming the Manning's 'n' as 0.018, calculate the full supply depth, bed width and bed slope of the channel.

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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