Chapter
Apr 26, 2012
Extended Mild-Slope Equation for Random Waves
Authors: Changhoon Lee [email protected], Gunwoo Kim [email protected], and Kyung Doug Suh [email protected]Author Affiliations
Publication: Ocean Wave Measurement and Analysis (2001)
Abstract
A time-dependent extended mild-slope equation is derived from the elliptic equation of Chamberlain and Porter using the Taylor series technique. On horizontally one-dimensional case numerical tests are made for regular waves over sloping beds and also for regular or irregular waves over a ripple patch. Numerical results prove that the present model gives accurate results for not only regular but also irregular waves over rapidly varying topography.
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Published In
Ocean Wave Measurement and Analysis (2001)
Pages: 724 - 733
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Assistant Professor, Department of Civil and Environmental Engineering, Sejong University, 98 Kunja-Dong, Kwangjin-Gu, Seoul, 143-747 Korea. E-mail: [email protected]
Graduate student, School of Civil, Urban, and Geosystem Engineering, Seoul National University, San 56-1, Shinlim-Dong, Gwanak-Gu, Seoul 151-742, Korea. E-mail: [email protected]
M.ASCE
Associate Professor, School of Civil, Urban, and Geosystem Engineering, Seoul National University, San 56-1, Shinlim-Dong, Gwanak-Gu, Seoul 151-742, Korea. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.