Literature DB >> 22393114

Models for the formation of a critical layer in water wave propagation.

R S Johnson1.   

Abstract

A theory is presented which provides a model for the appearance of critical layers within the flow below a water wave. The wave propagates over constant depth, with constant (non-zero) vorticity. The mechanism described here involves adjusting the surface-pressure boundary condition; two models are discussed. In the first, the pressure at the surface is controlled (mimicking the movement of a low-pressure region associated with a storm) so that the speed and development of the pressure region ensure the appearance of a critical layer. In the second, the pressure boundary condition is allowed to accommodate the reduction of pressure with altitude, although the effects have to be greatly enhanced for this mechanism to produce a critical layer. These two problems are analysed using formal parameter asymptotics. In the second problem, this leads to a Korteweg-de Vries equation for the surface wave, and then the evolution of appropriate solutions of this equation gives rise to the appearance of a critical layer near the bottom; the corresponding problem at the surface can be formulated but not completely resolved. The appearance of a stagnation point and then a critical layer, either at the surface or the bottom, are discussed; the nature of the flow, and the corresponding streamlines are obtained and some typical flow fields are depicted.

Entities:  

Year:  2012        PMID: 22393114     DOI: 10.1098/rsta.2011.0456

Source DB:  PubMed          Journal:  Philos Trans A Math Phys Eng Sci        ISSN: 1364-503X            Impact factor:   4.226


  2 in total

Review 1.  Capturing the flow beneath water waves.

Authors:  A Nachbin; R Ribeiro-Junior
Journal:  Philos Trans A Math Phys Eng Sci       Date:  2018-01-28       Impact factor: 4.226

2.  Some Explicit Solutions to the Three-Dimensional Nonlinear Water Wave Problem.

Authors:  Calin I Martin
Journal:  J Math Fluid Mech       Date:  2021-03-01       Impact factor: 1.298

  2 in total

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