The solitary wave in water of variable depth. Part 2

Author:

Grimshaw R.

Abstract

This paper examines the deformation of a solitary wave due to a slow variation of the bottom topography. Differential equations which determine the slow variation of the parameters of a solitary wave are derived by a certain averaging process applied to the exact in viscid equations. The equations for the parameters are solved when the bottom topography varies only in one direction, and when the wave evolves from a region of uniform depth. The variation of amplitude with depth is determined and compared with some recent experimental results.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference14 articles.

1. Camfield, F. E. & Street, R. L. 1969 J. Waterways Harbours Div., Proc. A.S.C.E. 95,1–22.

2. Russell, J. S. 1837 Report on Waves, Meeting of the British Association for the Advancement of Science, Liverpool ,pp.417–496.

3. Lavrent'v, M. A. 1947 Akad. Nauk. Ukrain. RSR., Zb. Prac' Inst. Mat. no. 8,13–69. [Translated in Am. Math. Soc. Transl. no. 102, 3–50, 1954.]

4. Whitham, G. B. 1965b J. Fluid Mech. 22,273–283.

5. Boussinesq, J. 1872 J. Math., Liouville,17,55–108.

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