TECHNICAL PAPERS
Jul 1, 1999

Oblique Long Waves on Beach and Induced Longshore Current

Publication: Journal of Engineering Mechanics
Volume 125, Issue 7

Abstract

This study considers the 3D runup of long waves on a uniform beach of constant or variable downward slope that is connected to an open ocean of uniform depth. An inviscid linear long-wave theory is applied to obtain the fundamental solution for a uniform train of sinusoidal waves obliquely incident upon a uniform beach of variable downward slope without wave breaking. For waves at nearly grazing incidence, runup is significant only for the waves in a set of eigenmodes being trapped within the beach at resonance with the exterior ocean waves. Fourier synthesis is employed to analyze a solitary wave and a train of cnoidal waves obliquely incident upon a sloping beach, with the nonlinear and dispersive effects neglected at this stage. Comparison is made between the present theory and the ray theory to ascertain a criterion of validity. The wave-induced longshore current is evaluated by finding the Stokes drift of the fluid particles carried by the momentum of the waves obliquely incident upon a sloping beach. Currents of significant velocities are produced by waves at incidence angels about 45° and by grazing waves trapped on the beach. Also explored are the effects of the variable downward slope and curvature of a uniform beach on 3D runup and reflection of long waves.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Abramowitz, M., and Stegun, L. A., eds. ( 1964). Handbook of mathematical functions. National Bureau of Standards.
2.
Carrier, G. F. ( 1966). “Gravity waves on water of variable depth.” J. Fluid Mech., Cambridge, England, 24, 641–659.
3.
Carrier, G. F., and Greenspan, H. P. ( 1958). “Water waves of finite amplitude on a sloping beach.” J. Fluid Mech., Cambridge, England, 4, 97–109.
4.
Carrier, G. F., and Noiseux, C. F. ( 1983). “The reflection of obliquely incident tsunamis.” J. Fluid Mech., Cambridge, England, 133, 147–160.
5.
Eckart, C. ( 1951). “Surface waves in water of variable depth.” Oc. Wave Rep. 100-99, Marine Phys. Lab., Scripps Institute.
6.
Erdelyi, A., ed. ( 1954). “Table of integral transforms, I.” Bateman manuscript project, McGraw-Hill, New York, 1.9.(2), 30.
7.
Galvin, C. J., Jr. ( 1967). “Longshore current velocity: A review of theory and data.” Rev. of Geophysics, 5(3), 287–304.
8.
Keller, J. B. ( 1961). “Tsunami—Water waves produced by earthquake.” Proc., Tsunami Meetings 10th Pacific Sci. Congr., D. C. Cox, ed., Vol. 24, IUGG Monograph, 154–166.
9.
Kim, S. K., Liu, P. L.-F., and Ligget, J. A. ( 1983). “Boundary integral equation solutions for solitary wave generation, propagation and run-up.” Coast. Engrg., 7, 299–317.
10.
Longuet-Higgins, M. S. ( 1970a). “Longshore currents generated by obliquely incident sea waves, 1.” J. Geophy. Res., 75(33), 6779–6790.
11.
Longuet-Higgins, M. S. ( 1970b). “Longshore currents generated by obliquely incident sea waves, 2,” J. Geophy. Res., 75(33), 6791–6801.
12.
Longuet-Higgins, M. S., and Stewart, R. W. ( 1962). “Radiation stress and mass transport in gravity waves.” J. Fluid Mech., Cambridge, England, 13, 481–504.
13.
Mei, C. C. ( 1983). The applied dynamics of ocean surface wave. Wiley-Interscience, New York.
14.
Miles, J. W. ( 1977). “Obliquely interacting solitary waves.” J. Fluid Mech., Cambridge, England, 79, 157–169.
15.
Miles, J. W. ( 1979). “On the Korteweg-de Vries equation for a gradually varying channel.” J. Fluid Mech., Cambridge, England, 91, 181–190.
16.
Pedersen, G., and Gjevik, B. ( 1983). “Run-up of solitary waves.” J. Fluid Mech., Cambridge, England, 135, 283–299.
17.
Peregrine, D. H. ( 1967). “Long waves on a beach.” J. Fluid Mech., Cambridge, England, 27, 815–827.
18.
Stoker, J. J. ( 1947). “Surface waves in water of variable depth.” Q. Appl. Maths., 5, 1–54.
19.
Teng, M. H., and Wu, T. Y. ( 1992). “Nonlinear water waves in channels of arbitrary shape.” J. Fluid Mech., Cambridge, England, 242, 211–233.
20.
Teng, M. H., and Wu, T. Y. ( 1994). “Evolution of long water waves in variable channels.” J. Fluid Mech., Cambridge, England, 266, 307–317.
21.
Tuck, E. O., and Hwang, L.-S. ( 1972). “Long wave generation on a sloping beach.” J. Fluid Mech., Cambridge, England, 51, 449–461.
22.
Whitham, G. B. ( 1974). Linear and nonlinear waves. Wiley-Interscience, New York.
23.
Wu, T. Y. ( 1979). Tsunamis—Proc., National Science Foundation Workshop, Tetra Tech Inc., 110–149.
24.
Wu, T. Y. (1981). “Long waves in ocean and coastal waters.”J. Engrg. Mech. Div., ASCE, 107, 501–522.
25.
Wu, T. Y. ( 1994). “A bidirectional long-wave model.” Meth. Appl. Anal., 1(1), 108–117.
26.
Zhang, J. E. ( 1996). “I. Run-up of ocean waves on beaches, II. Nonlinear waves in a fluid-filled elastic tube,” PhD thesis, California Institute of Technology, Pasadena, Calif.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 7July 1999
Pages: 812 - 826

History

Received: Sep 24, 1998
Published online: Jul 1, 1999
Published in print: Jul 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., ;co EF, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong.
Prof. Emeritus, Engrg. Sci., California Inst. of Technol., Pasadena, CA 91125.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share