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波-流相互作用的缓坡方程及其波作用量守恒
引用本文:黄虎. 波-流相互作用的缓坡方程及其波作用量守恒[J]. 力学学报, 2005, 37(5): 627-631
作者姓名:黄虎
作者单位:上海大学上海市应用数学和力学研究所,上海,200072;中国科学院力学研究所非线性力学国家重点实验室,北京,100080
基金项目:全国优秀博士学位论文作者专项资金(200428),国家自然科学基金(10272072,50424913),上海市重点学科建设项目(Y0103)和中国科学院力学研究所LNM国家重点实验室开放课题基金资助项目.
摘    要:
当表面波从开阔海域传播至近岸水域时,普遍的波一流相互作用经受着海底的强烈影响.运用水波Hamilton变分原理,建立了近岸水域任意水深变化海底上波一流相互作用的缓坡方程.它可包含波、流和水深一般变化的二阶效应,约化为某些典型的缓坡型方程.据此得出广义程函方程,并且证明该缓坡方程的波作用量守恒.

关 键 词:波-流相互作用  缓坡方程  二阶效应  波作用量守恒  程函方程
文章编号:0459-1879(2005)05-0627-05
收稿时间:2003-09-01
修稿时间:2005-05-13

A MILD-SLOPE EQUATION AND ITS WAVE ACTION CONSERVATION FOR WAVE-CURRENT INTERACTIONS
Huang Hu. A MILD-SLOPE EQUATION AND ITS WAVE ACTION CONSERVATION FOR WAVE-CURRENT INTERACTIONS[J]. chinese journal of theoretical and applied mechanics, 2005, 37(5): 627-631
Authors:Huang Hu
Affiliation:Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China; LNM, Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China
Abstract:
When surface waves propagate from the open sea to the coastal waters, the ubiquitous wavecurrent interactions are affected strongly by bottom topography. Using Hamiltonian variational principle for water waves, a mild-slope equation for wave-current interactions over arbitrary depth in the near shore region is developed, including the second-order effects arising from a general changes of waves, currents and depths, reducing to some typical mild-slope type equations and leading to a generalized eikonal equation. It is shown that the wave action conservation holds for the mild-slope equation.
Keywords:wave-current interactions   mild-slope equation   second-order effects   wave action conservation   the eikonal equation
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