Article ID Journal Published Year Pages File Type
1727562 Ocean Engineering 2007 8 Pages PDF
Abstract

In this technical note, the phenomena of non-linear water-wave propagation above a seabed with variable depth is re-examined. The conventional Korteweg-de Vries (KdV) equation is re-derived for the general case of variable water depth. In the new form of KdV equation, the seabed bottom function is included. Two different bottom profiles are considered in this study; case 1: b′(x′)=cεsinλx′ and case 2: b′(x′)=cεe-λ(x′-x0′)2. The effects of three bottom profile parameters, c, λ and ε on the wave profile are examined. Numerical results indicate that both ε and λ affect the wave profile significantly in case 1, while ε significantly affects the wave profile in case 2.

Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering
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