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A note on extension of fully dispersive weakly nonlinear wave equations for rapidly varying topography

Authors
Yoon, Sung BumChoi, Jun Woo
Issue Date
Sep-2001
Publisher
Taylor & Francis
Keywords
dispersive nonlinear wave equations; rapidly varying topography; extended wave equations; wave reflection
Citation
Coastal Engineering Journal, v.43, no.3, pp 143 - 160
Pages
18
Indexed
SCIE
SCOPUS
Journal Title
Coastal Engineering Journal
Volume
43
Number
3
Start Page
143
End Page
160
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/46886
DOI
10.1142/S0578563401000323
ISSN
2166-4250
1793-6292
Abstract
Following the approach proposed by Nadaoka et al. [Nadaoka, K., Beji, S. and Nakagawa, Y. (1997) A fully dispersive weakly nonlinear model for water waves, Proc. Roy. Soc. London A453, pp. 303-318], we present a set of one-dimensional weakly nonlinear single-component wave equations for rapidly varying topography by including the bottom curvature and squared bottom slope terms ignored in the original equations of Nadaoka et al. To solve the linear version of the extended wave equations derived in this study, a finite difference numerical model is constructed. The performance of the model is tested for the case of wave reflection from a plane slope and a rippled bed. Numerical results are compared with those calculated using other numerical models reported earlier. It is shown that the accuracy of the present numerical model is improved significantly in comparison with that of the original equations of Nadaoka et al. by including a complete set of higher order bottom effect terms for a rapidly varying topography.
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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