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Uni-directional waves over slowly varying bottom, part II: Deformation of travelling waves

机译:缓慢变化的底部上的单向波,第二部分:行波的变形

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摘要

A new Korteweg-de Vries type of equation for uni-directional waves over slowly varying bottom has been derived in Part I. The equation retains the Hamiltonian structure of the underlying complete set of equations for surface waves. For flat bottom it reduces to the standard Korteweg-de Vries equation. Uniform travelling waves (solitary and cnoidal waves) that exist when the bottom is flat will distort over a varying bottom. In this paper, the distortion of periodic and solitary travelling waves will be studied. The distortion is in the first instant approximated by a quasi-homogeneous succession of uniform waves, each one being determined by specifying the horizontal momentum (and hence the amplitude) at the location of the wave. The changing value of the momentum with position is found first from energy conservation. For periodic, cnoidal waves, for which the mass vanishes, the change of wavelength has to be taken into account; some numerical results are given. Solitary waves carry a mass that depends on the amplitude (momentum) and the quasi-homogeneous approximation has to be modified to satisfy mass-conservation. This is achieved by introducing an additional parameter in the base functions with which the distortion is approximated. Instead of using pure solitary waves, one modification consists of adding a tail of finite, but varying length and amplitude. When the bottom decreases sufficiently fast far away from the wave, an alternative description of the distortion will be presented as a succession of solitary waves above a varying, non-flat equilibrium elevation of the surface. In both cases, the dynamic equations obtained from energy and mass conservation differ in essential order from the result without modification.
机译:在第一部分中,我们得出了一个新的Korteweg-de Vries类型的方程,该方程用于缓慢变化的底部上的单向波。该方程保留了底层完整的表面波方程组的哈密顿结构。对于平底,它简化为标准的Korteweg-de Vries方程。当底部平坦时,存在的均匀行波(孤波和正弦波)将在变化的底部上变形。本文将研究周期性和孤立行波的畸变。在第一瞬间,失真是由准均一的均匀均一的连续波近似的,每个均通过在波的位置指定水平动量(以及振幅)来确定。动量随位置的变化值首先是从节能中获得的。对于质量消失的周期性的心形波,必须考虑波长的变化。给出了一些数值结果。孤波所承载的质量取决于振幅(动量),因此必须修改准齐次逼近来满足质量守恒。这是通过在基本函数中引入一个附加参数来实现的,该参数可用于估计失真。代替使用纯孤立波,一种修改包括添加有限但变化的长度和幅度的尾巴。当底部远离波浪足够快地减小时,将以另一种描述形变的方式表示畸变,即表面上变化的非平坦平衡高度上方的一系列孤立波。在这两种情况下,从能量和质量守恒获得的动力学方程与未经修改的结果在本质上是不同的。

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