Research Article
Jan 1965

Generalized Critical Slope for Trapezoidal Channels

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Publication: Journal of the Hydraulics Division
Volume 91, Issue 1

Abstract

The critical slope relations for a general trapezoidal channel have been examined in detail on the basis of Manning's equation and are presented in simple graphical form on dimensionless coordinates. For a given roughness coefficient, a triangular channel always has one depth only corresponding to each value of critical slope. For a trapezoidal channel (with given roughness coefficient and given bed width), however, there may be no, one, two, or three depth(s) corresponding to a given critical slope, depending on the inclination of the sides of the channel. Specifying these side slopes by a ratio of 1 vertical to z horizontal, there is a region of special interest in the range of z between 0 and 0.366350.

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Journal of the Hydraulics Division
Volume 91Issue 1January 1965
Pages: 85 - 91

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Published in print: Jan 1965
Published online: Feb 3, 2021

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Llewellyn E. Jones, M.ASCE
Prof. of Mech. Engrg., Dept. of Mech. Engrg., Univ. of Toronto, Toronto, Canada
Bijoy N. Tripathy
Exec. Engr. Irrigation Dept., Govt. of Orissa, Bhadrak, India; Colombo Plan Scholar at the Univ. of Toronto, Dept. of Civ. Engrg., 1963-1964

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