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Tsunami propagation over varying water depths

Authors
Ha, TaeminCho, Yong-Sik
Issue Date
Jun-2015
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Keywords
Tsunami; Boussinesq equations; Numerical simulation; Numerical dispersion
Citation
OCEAN ENGINEERING, v.101, pp.67 - 77
Indexed
SCIE
SCOPUS
Journal Title
OCEAN ENGINEERING
Volume
101
Start Page
67
End Page
77
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/157071
DOI
10.1016/j.oceaneng.2015.04.006
ISSN
0029-8018
Abstract
The linear Boussinesq equations are an ideal model for transoceanic propagation of tsunamis. However, they are impractical for real-time application because Boussinesq-type equation models rely on a fine grid system and therefore require a huge computational domain. Thus, shallow-water equations models are the preferred method of predicting propagation and run-up of near- and far-field tsunamis since they produce fairly accurate results with a much smaller computational requirement. There may be an additional benefit in including physical dispersion effects in numerical models since shallow-water equations theoretically neglect the effect of dispersion on the transoceanic propagation of tsunamis. In this study, a modified finite difference scheme was proposed that adds terms to the linear shallow-water equations in order to account for varying water depths. The proposed model was verified by applying it to tsunami propagation over a submerged shoal and the results were compared with those of the well-known Boussinesq equations model, FUNWAVE. The proposed model was further tested by simulating transoceanic tsunami propagation on real topographies and comparing the numerical results with available observed data.
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Cho, Yong Sik
COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)
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