DISCUSSIONS AND CLOSURES
May 1, 1999
Discussion and Closure: An Improvement to Stokes Nonlinear Theory for Steady Waves
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VIEW THE ORIGINAL ARTICLEAuthors: R. T. Hudspeth, Member, ASCE, Theofanis V. Karambas, and Christopher G. KoutitasAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 125, Issue 3
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References
1.
Dean, R. G. (1974). Evaluation and development of water wave theories for engineering applications. U.S. Army Corps of Engineers, Ft. Belvoir, Va.
2.
Fenton, J. D. (1988). “The numerical solution to steady water wave problems.” Computers and Geophysics, 14(3), 357–368.
3.
Huang, M.-C., and Hudspeth, R. T. (1984). “Stream function solution for steady waves.” Continental Shelf Res., 3(2), 175–180.
4.
Hudspeth, R. T. (1977). “Effects of nonlinearities on wave power estimates.” J. Power Div., ASCE, 103(1), 51–64.
5.
Hudspeth, R. T., and Slotta, L. S. (1978). “Linear and nonlinear wave action estimates.” J. Engrg. Mech. Div., ASCE, 104(2), 319–334.
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Ursell, F. (1953). “The long-wave paradox in the theory of gravity waves.” Proc., Cambridge Philosophical Society, Cambridge, U.K., 49, 685–694.
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Williams, J. M. (1981). “Limiting gravity waves in water of finite depth.” Philosophical Trans. Roy. Soc., London, 302, 139–188.
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Copyright © 1999 American Society of Civil Engineers.
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Published online: May 1, 1999
Published in print: May 1999
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Authors
Affiliations
R. T. Hudspeth, Member, ASCE
Prof. and Dir., Oc. Engrg. Program, Oregon State University, Corvallis, OR 97331-2302.
Theofanis V. Karambas
PhD Engr., Res. Asst., Div. of Hydr. and Envir. Engrg., Dept. of Civ. Engrg., Aristotle Univ. of Thessaloniki, Thessaloniki, 540 06, Greece.
Christopher G. Koutitas
Prof., Div. of Hydr. and Envir. Engrg., Dept. of Civ. Engrg., Aristotle Univ. of Thessaloniki, Thessaloniki, 540 06, Greece.
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