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Mass transport of progressive edge waves: a comparison between the full and shallow-water wave theories
Mok K.M.1; Yeh Harry2
1998-12-01
Conference Name26th International Conference on Coastal Engineering
Source PublicationProceedings of the Coastal Engineering Conference
Volume1
Pages443-456
Conference DateJUN 22-26, 1998
Conference PlaceCOPENHAGEN, DENMARK
PublisherAMER SOC CIVIL ENGINEERS, UNITED ENGINEERING CENTER, 345 E 47TH ST, NEW YORK, NY 10017-2398 USA
Abstract

The differences between the full and shallow-water wave theories for edge waves are reviewed. Detailed comparisons between the solutions of the second-order mass transport velocities within the laminar boundary layer obtained through the two theories are carried out for the first three edge-wave modes. The results clearly show that the error of the shallow-water approximation is larger as the mode number gets larger, and/or the beach slope gets steeper. It is also found that the magnitude of shallow-water approximation error increases in the offshore direction first, then it decreases as the distance approaches further offshore due to the energy decay in that direction. The affecting area of the shallow water approximation is relatively larger for the longshore transport than for the cross-shore transport in higher-mode edge waves. The significant differences between the full and shallow water-wave solutions in the near shore region identified in the present study issue a warning to the modellers of coastal hydrodynamics and nearshore topography, who utilize the shallow water approximation.

DOI10.9753/icce.v26.%25p
URLView the original
Indexed BySCIE
Language英語English
WOS Research AreaEngineering
WOS SubjectEngineering, Marine ; Engineering, Civil
WOS IDWOS:000084505400032
Scopus ID2-s2.0-0032277151
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Citation statistics
Document TypeConference paper
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Faculty of Science and Technology
Affiliation1.Faculty of Science and Technology, University of Macau. PO Box 3001, Macau
2.Box 352700, Dept. of Civil Engr., University of Washington, Seattle, WA 98195, USA
First Author AffilicationFaculty of Science and Technology
Recommended Citation
GB/T 7714
Mok K.M.,Yeh Harry. Mass transport of progressive edge waves: a comparison between the full and shallow-water wave theories[C]:AMER SOC CIVIL ENGINEERS, UNITED ENGINEERING CENTER, 345 E 47TH ST, NEW YORK, NY 10017-2398 USA, 1998, 443-456.
APA Mok K.M.., & Yeh Harry (1998). Mass transport of progressive edge waves: a comparison between the full and shallow-water wave theories. Proceedings of the Coastal Engineering Conference, 1, 443-456.
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