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Nonlinear Analysis of Nearshore Wave Height Variation Due to Shoaling

Nonlinear Analysis of Nearshore Wave Height Variation Due to Shoaling
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摘要 Wave formulae derived from the dispersion relation for cnoidal waves are used to find an analytical solution to the problem of nearshore wave height variation on a simple topography, i. e., with an incrementally constant slope. The solution accounts for shoaling, frictional dissipation and will be sufficiently accurate for practical purposes considering the simplified assumptions which are necessary for the treatment of this problem by any method. Wave formulae derived from the dispersion relation for cnoidal waves are used to find an analytical solution to the problem of nearshore wave height variation on a simple topography, i. e., with an incrementally constant slope. The solution accounts for shoaling, frictional dissipation and will be sufficiently accurate for practical purposes considering the simplified assumptions which are necessary for the treatment of this problem by any method.
出处 《China Ocean Engineering》 SCIE EI 1995年第4期419-434,共16页 中国海洋工程(英文版)
关键词 nearshore wave nonlinear analysis bed friction wave transformation nearshore wave, nonlinear analysis, bed friction, wave transformation
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