Nonlinear dynamics of sand banks and sand waves

被引:71
作者
Komarova, NL [1 ]
Newell, AC
机构
[1] Univ Warwick, Dept Math, Coventry CV4 7AL, W Midlands, England
[2] Inst Adv Study, Sch Math, Princeton, NJ 08540 USA
[3] Univ Arizona, Dept Math, Tucson, AZ 85721 USA
关键词
D O I
10.1017/S0022112000008855
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Sand banks and sand waves are two types of sand structures that are commonly observed on an off-shore sea bed. We describe the formation of these features using the equations of the fluid motion coupled with the mass conservation law for the sediment transport. The bottom features are a result of an instability due to tide-bottom interactions. There are at least two mechanisms responsible for the growth of sand banks and sand waves. One is linear instability, and the other is nonlinear coupling between long sand banks and short sand waves. One novel feature of this work is the suggestion that the latter is more important for the generation of sand banks. We derive nonlinear amplitude equations governing the coupled dynamics of sand waves and sand banks. Based on these equations, we estimate characteristic features for sand banks and find that the estimates are consistent with measurements.
引用
收藏
页码:285 / 321
页数:37
相关论文
共 47 条
[1]  
[Anonymous], 1990, SEA IDEAS OBSERVATIO
[3]   AN ENERGETICS BEDLOAD MODEL FOR A PLANE SLOPING BEACH - LOCAL TRANSPORT [J].
BAILARD, JA ;
INMAN, DL .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1981, 86 (NC3) :2035-2043
[5]   SAND RIPPLES UNDER SEA WAVES .1. RIPPLE FORMATION [J].
BLONDEAUX, P .
JOURNAL OF FLUID MECHANICS, 1990, 218 :1-17
[6]  
BOWDEN KF, 1983, PHYSICAL OCEANOGRAPH
[7]  
Bryan K., 1997, Journal of Computational Physics, V135, P154, DOI [10.1016/0021-9991(69)90004-7, 10.1006/jcph.1997.5699]
[8]   PATTERN-FORMATION OUTSIDE OF EQUILIBRIUM [J].
CROSS, MC ;
HOHENBERG, PC .
REVIEWS OF MODERN PHYSICS, 1993, 65 (03) :851-1112
[9]   RECTIFICATION OF THE WIND-DRIVEN OCEAN CIRCULATION ON THE BETA-PLANE [J].
DE SWART, HE ;
ZIMMERMAN, JTF .
GEOPHYSICAL AND ASTROPHYSICAL FLUID DYNAMICS, 1993, 71 (1-4) :17-41
[10]  
DEVRIEND HJ, 1990, COAST ESTUAR STUD, V38, P276