A 3.05 m wide, rectangular channel (n = 0.012) with a 0.0049 slope is able to move 13.6 m3/s of water. The channel narrows in order to create a critical flow. If the losses resulting from the steady reduction of width are disregarded, what width does the contracted section need to have in order to satisfy this condition?

A 3.05 m wide, rectangular channel (n = 0.012) with a 0.0049 slope is able to move 13.6 m3/s of water. The channel narrows in order to create a critical flow. If the losses resulting from the steady reduction of width are disregarded, what width does the contracted section need to have in order to satisfy this condition?

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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