Research Article
Dec 1977

Shallow Wave Propagation in Open Channel Flow

Publication: Journal of the Hydraulics Division
Volume 103, Issue 12

Abstract

The propagation characteristics of various types of shallow water waves in open channel flow are calculated on the basis of linear stability theory. The celerity and attenuation functions of kinematic, diffusion, convective dynamic, dynamic and gravity waves, are derived. For the most general case, i.e., the dynamic wave model, the propagation characteristics are expressed as a function of the steady uniform flow Froude number and the dimensionless wave number of the unsteady component of the motion. For the dynamic model, the wave number spectrum is divided into three bands: 1)A gravity band corresponding to large wave number, where the wave celerity is the gravity wave celerity; 2)a kinematic band corresponding to a small wave number where the wave celerity is the kinematic wave celerity; and 3)a dynamic band corresponding to mid-spectrum values of the wave number, where the wave celerity falls between the gravity and kinematic celerity values.

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Published In

Journal of the Hydraulics Division
Volume 103Issue 12December 1977
Pages: 1461 - 1476

History

Published in print: Dec 1977
Published online: Feb 3, 2021

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Victor Miguel Ponce, M.ASCE
Asst. Prof. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo
Daryl B. Simons, F.ASCE
Prof. of Civ. Engrg., and Assoc. Dean of Research, Colorado State Univ., Fort Collins, Colo

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