Research Article
Nov 1959
Discharge Formula for Straight Alluvial Channels
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 85, Issue 11
Abstract
The proposed discharge formula contains a discharge coefficient and exponents for hydraulic radius and slope. Both the coefficient and the velocities are given as functions of bed forms and bed material. Velocities computed by the formula check closely with those obtained in the laboratory.
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Published In
Journal of the Hydraulics Division
Volume 85 • Issue 11 • November 1959
Pages: 65 - 97
Copyright
© 1959 American Society of Civil Engineers.
History
Published in print: Nov 1959
Published online: Jan 13, 2021
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Hsin-Kuan Liu, M.ASCE
Associate Civ. Engr., Civ. Eng. Section, Colorado State Univ., Fort Collins, Colo
Shoi-Yean Hwang, AM.ASCE
Formerly Graduate Research Assistant of Civ. Eng. Dept., Colorado state Univ., Fort Collins, Colo. Graduate Research Assistant of the Dept. of Civ. Eng., Pennsylvania State Univ., Univ. Park, Pa.
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