1. A moderately sinuous trapezoidal channel will be excavated into cohesionless earth containing fine gravel having an average particle size of 0.2 inches. The particles are very angular. The bottom slope is 0.0005, and the design discharge is 135 ft³/s. Using n=0.022 and m=3.0, proportion the channel section.

1. A moderately sinuous trapezoidal channel will be excavated into cohesionless earth containing fine gravel having an average particle size of 0.2 inches. The particles are very angular. The bottom slope is 0.0005, and the design discharge is 135 ft³/s. Using n=0.022 and m=3.0, proportion the channel section.

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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