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J. Ocean Eng. Technol. 2003;17(6):32-37.    

Computation of Non-Linear Wave Height Distribution in the Seogwipo Harbor Using Finite Element Method
Kim Nam-Hyeong,Hur Young-Teck,Young Yin-Lu
Major of Civil and Environmental Engineering School of Ocean Science Cheju National University,School of Civil Engineering Graduate School Kyoto University,Dept. of Civil and Environmental Engineering Princeton University
© 2003 The Korean Society of Ocean Engineers     Open access / Under a Creative Commons License
Keywords: Finite Element Method, Mild-Slope Equation, Non-Linear, Wave Height
Abstract
In this paper, finite element method is applied for the numerical analysis of wave height distribution. The mild-slope equation is used as the basic equation. The key of this model is to impose the effect of nonlinear waves. Numerical results are presented and agreed well with the results from experimental measurements and other numerical analysis. The present method to determine wave height distribution can be broadly utilized for the analysis of new harbor and port designs in the future.


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