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Effect of higher-order bottom variation terms on the refraction of water waves in the extended mild-slope equations

Authors
Lee, ChanghoonYoon, Sung Bum
Issue Date
May-2004
Publisher
Pergamon Press Ltd.
Keywords
extended mild-slope equations; higher-order bottom effects; wave refraction; numerical test
Citation
Ocean Engineering, v.31, no.7, pp 865 - 882
Pages
18
Indexed
SCIE
SCOPUS
Journal Title
Ocean Engineering
Volume
31
Number
7
Start Page
865
End Page
882
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/46591
DOI
10.1016/j.oceaneng.2003.08.009
ISSN
0029-8018
Abstract
This study investigates how the refraction of water waves is affected by the higher-order bottom effect terms proportional to the square of bottom slope and to the bottom curvature in the extended mild-slope equations. Numerical analyses are performed on two cases of waves propagating over a circular shoal and over a circular hollow. Numerical results are analyzed using the eikonal equation derived from the wave equations and the wave ray tracing technique. It is found that the higher-order bottom effect terms change the wavelength and, ill turn, change the refraction of waves over a variable depth. In the case of waves over a circular shoal, the higher-order bottom effects increase the wavelength along the rim of shoal more than near the center of shoal, and intensity the degree of wave refraction. However, the discontinuity of higher-order bottom effects along the rim of shoal disperses the foci of wave rays. As a result, the amplification of wave energy behind the shoal is reduced. Conversely, in the case of waves over a circular hollow, the higher-order bottom effects decrease the wavelength near the center of the hollow in comparison with the case of neglecting higher-order bottom effects. Consequently, the degree of wave refraction is decreased, and the spreading of wave energy behind the hollow is reduced. (C) 2003 Elsevier Ltd. All rights reserved.
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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