Topographically forced long waves on a sheared coastal current .1. The weakly nonlinear response

被引:9
作者
Clarke, SR
Johnson, ER
机构
[1] Department of Mathematics, University College London, London WC1E 6BT, Gower St
关键词
D O I
10.1017/S0022112097005685
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The flow of a constant-vorticity current past coastal topography is investigated in the long-wave weakly nonlinear limit. In contrast to other near-critical weakly nonlinear systems this problem does not exhibit hydraulically controlled solutions. It is shown that near criticality the evolution of the vorticity interface is governed by a forced BDA (Benjamin-Davis-Acrivos) equation. The solutions of this equation are discussed and two distinct near-critical flow regimes are identified. Owing to the non-local nature of the forcing, the first of these regimes is characterized by quasi-steady solutions controlled at the topography with some blocking of the upstream rotational fluid, while in the second regime steady nonlinear wavetrains form downstream of the obstacle with no upstream influence. In the hydraulic limit the velocity band for both of these critical regimes approaches zero.
引用
收藏
页码:131 / 151
页数:21
相关论文
共 22 条
[1]  
ABRAMOWITZ M, 1972, HDB MATH FUNCTIONS, P232
[3]   INTERNAL WAVES OF PERMANENT FORM IN FLUIDS OF GREAT DEPTH [J].
BENJAMIN, TB .
JOURNAL OF FLUID MECHANICS, 1967, 29 :559-&
[4]   Topographically forced long waves on a sheared coastal current .2. Finite-amplitude waves [J].
Clarke, SR ;
Johnson, ER .
JOURNAL OF FLUID MECHANICS, 1997, 343 :153-168
[5]   SOLITARY INTERNAL WAVES IN DEEP WATER [J].
DAVIS, RE ;
ACRIVOS, A .
JOURNAL OF FLUID MECHANICS, 1967, 29 :593-&
[6]   NUMERICAL AND THEORETICAL-STUDY OF CERTAIN NON-LINEAR WAVE PHENOMENA [J].
FORNBERG, B ;
WHITHAM, GB .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1978, 289 (1361) :373-404
[7]  
GRIMSHAW R, 1987, J PHYS OCEANOGR, V17, P54
[8]   RESONANT FLOW OF A STRATIFIED FLUID OVER TOPOGRAPHY [J].
GRIMSHAW, RHJ ;
SMYTH, N .
JOURNAL OF FLUID MECHANICS, 1986, 169 :429-464
[9]   A SIMPLE-MODEL OF ROSSBY-WAVE HYDRAULIC BEHAVIOR [J].
HAYNES, PH ;
JOHNSON, ER ;
HURST, RG .
JOURNAL OF FLUID MECHANICS, 1993, 253 :359-384
[10]  
HUGHES R, 1986, TELLUS A, V38, P227