An open channel is to be designed to carry 1.00m3/sec at a slope of 0.0065. The channel material has an n-value of 0.011. For the most efficient section. Determine: i. Depth for a rectangular section a. 0.385m c. 0.420m b. 0.395m d. 0.435m ii.Depth for a semi-circular section a. 0.476m c. 0.630m b. 0.563m d. 0.742m

An open channel is to be designed to carry 1.00m3/sec at a slope of 0.0065. The channel material has an n-value of 0.011. For the most efficient section. Determine: i. Depth for a rectangular section a. 0.385m c. 0.420m b. 0.395m d. 0.435m ii.Depth for a semi-circular section a. 0.476m c. 0.630m b. 0.563m d. 0.742m

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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