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Experiments for Wave Transformation of Regular and Irregular Waves over a Submerged Elliptic Shoal(I) : Non-breaking Conditions  

이종인 (한국건설기술연구원 수자원환경연구부)
이정욱 (한국건설기술연구원 수자원환경연구부)
Publication Information
Journal of Korean Society of Coastal and Ocean Engineers / v.14, no.3, 2002 , pp. 240-246 More about this Journal
Abstract
Hydraulic model experiments were conducted fur a series of regular and uni-directional irregular waves propagating over a submerged elliptic shoal. Two different sets of experiments have been studied； one considers regular wave transformation with no breaking, and the other considers uni-directional irregular wave with partial breaking on top of the shoal. The numerical experiments are also performed using a numerical model based on the parabolic approximation equation. The result of the numerical experiments are compared with that of hydraulic experiments.
Keywords
elliptic shoal; hydraulic model experiment; regular wave; uni-directional irregular wave; numerical analysis; parabolic approximation equation;
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