Summary
This paper considers the propagation of a progressive tidal wave along a canal of uniform width, in which the depth increases linearly from one side to the other. The linearised tidal equations are solved firstly by a perturbation procedure for small inclinations of the bed to the horizontal, and secondly by a numerical method from the exact solution, for some particular values of the parameters.
Similar content being viewed by others
References
J. N. Hunt andB. Johns,Currents induced by tides and gravity waves, Tellus15 (1963), 343.
B. Johns,Mass Transport in Rotatory Tidal Currents, Pure and Appl. Geophys.60 (1965), 107.
J. Proudman,Dynamical Oceanography (Methuen 1953).
T. Y. Sekerzh-Zen'kovich,Propagation of a free tidal wave in a channel of variable depth, Soviet Oceanography (1963), 62.
R. O. Reid,Effect of Coriolis force on edge-waves, (I) Investigation of normal modes, J. Mar. Res.16 (1958), 109.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Hunt, J.N., Hamzah, A.M.O. Tidal waves in a canal of non-uniform depth. PAGEOPH 67, 133–142 (1967). https://doi.org/10.1007/BF00880571
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF00880571