Hostname: page-component-78c5997874-mlc7c Total loading time: 0 Render date: 2024-11-09T07:32:52.704Z Has data issue: false hasContentIssue false

Propagation of water waves over an infinite step

Published online by Cambridge University Press:  28 March 2006

J. N. Newman*
Affiliation:
David Taylor Model Basin, Washington, D.C.

Extract

Theoretical and experimental results are presented for the reflexion and transmission of water waves, passing over a step bottom between regions of finite and infinite depth. Two-dimensional motion is assumed, with the wave crests parallel to the step, and in the theory linearized irrotational flow is assumed. By matching ‘wavemaker’ solutions for the two regions at the cut above the step, an integral equation is derived for the horizontal velocity component on the cut. This integral equation is solved numerically and the reflexion and transmission coefficients and associated phase shifts are obtained. These results are compared with the long-wave theory and significant frequency effects are found, even for quite long waves. Experimental results are presented, which are in fair agreement with the theory.

Type
Research Article
Copyright
Copyright © Cambridge University Press 1965

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Bartholomeusz, E. F. 1958 The reflexion of long waves at a step. Proc. Camb. Phil. Soc. 54, 106.CrossRefGoogle Scholar
Dean, R. G. & Ursell, F. 1959 Interaction of a fixed, semi-immersed circular cylinder with a train of surface waves. M.I.T. Hydrodynamics Laboratory, Tech. Rep. no. 37.Google Scholar
Havelock, T. H. 1929 Forced surface waves on water. Phil. Mag. (7), 8, 569.CrossRefGoogle Scholar
Jolas, P. 1960 Passage de la houle sur un seuil. Houille Blanche, 15, 148.CrossRefGoogle Scholar
Killen, J. M. 1962 Operating manual for the St Anthony Falls Hydraulic Laboratory sonic surface-wave transducer. Univ. of Minnesota, St Anthony Falls Hydraulic Lab., Mem. no. M-90.Google Scholar
Kreisel, G. 1949 Surface waves. Quart. Appl. Math. 7, 21.CrossRefGoogle Scholar
Lamb, H. 1932 Hydrodynamics (6th ed.), 176. Cambridge University Press.Google Scholar
Newman, J. N. 1965 Propagation of water waves past long two-dimensional obstacles. J. Fluid Mech. 23, 23.CrossRefGoogle Scholar
Roseau, M. 1952 Contribution à la théorie des ondes liquides de gravité en profundeur variable. Publ. Sci. Tech. du Ministère de l'Air, no. 275. Paris.Google Scholar
Sretenskii, L. N. 1950 Refraction and reflexion of plane waves in liquids at a transition from one depth to another. (In Russian.) Izu. Akad. Nauk SSSR, Otd. Tekhn. Nauk, p. 1601.Google Scholar
Stoker, J. J. 1957 Water Waves. New York: Interscience.Google Scholar
Wehausen, J. V. & Laitone, E. V. 1960 Surface waves. Handbuch der Physik, 9. Berlin: Springer.Google Scholar