Abstract
Johnson's (1973) description of a solitary wave in water of slowly varying depth is extended to a channel of slowly varying breadth and depth b and d on the assumption that the scale for the variation of b and d is large compared with d5/2a3/2. It is inferred from conservation of energy that the amplitude of the wave is proportional to $b^{-\frac{2}{3}}d^{-1}$ (cf. Green's law $a\propto b^{-\frac{1}{2}}d^{-\frac{1}{4}}$ for long waves of small amplitude). Comparison with experiment (Perroud 1957) yields fairly satisfactory agreement for a linearly converging channel of constant depth. The agreement for a linearly diverging channel is not satisfactory, but the experimental data are inadequate to support any firm conclusion.
Publisher
Cambridge University Press (CUP)
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Reference6 articles.
1. Lamb, H. 1932 Hydrodynamics .Cambridge University Press.
2. Perroud, P. H. 1957 The solitary wave rofloction along a straight vertical wall at oblique incidenco. Ph.D. thesis,University of California,Berkeley.
3. Madsen, O. S. & Mei, C. C. 1969 The transformation of a solitary wave over an uneven bottom.J. Fluid Mech. 39,781–791.
4. Johnson, R. S. 1973 On the asymptotic solution of the Korteweg — de Vries equation with slowly varying coefficients.J. Fluid Mech. 60,813–824.
5. Miles, J. W. 1977b Resonantly interacting solitary waves.J. Fluid Mech. 79,171–180.
Cited by
17 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献