4.7 Article

Stability of internal gravity wave beams to three-dimensional modulations

Journal

JOURNAL OF FLUID MECHANICS
Volume 736, Issue -, Pages 67-90

Publisher

CAMBRIDGE UNIV PRESS
DOI: 10.1017/jfm.2013.527

Keywords

geophysical and geological flows; instability; internal waves

Funding

  1. US National Science Foundation [DMS-1107335]
  2. Kobe Technical Club (KTC)
  3. Direct For Mathematical & Physical Scien
  4. Division Of Mathematical Sciences [1107335] Funding Source: National Science Foundation

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The linear stability of uniform, plane internal wave beams with locally confined spatial profile, in a stratified fluid of constant buoyancy frequency, is discussed. The associated eigenvalue problem is solved asymptotically, assuming perturbations of long wavelength relative to the beam width. In this limit, instability is found only for oblique disturbances which vary in the along-beam and the horizontal transverse directions. The mechanism of instability is a first-harmonic-mean resonant interaction between the underlying wave beam and three-dimensional perturbations that comprise a time-harmonic component, with the beam frequency, and a mean flow. Progressive beams which transport energy in one direction, in particular, are unstable if the beam steepness exceeds a certain threshold value, whereas purely standing beams are unstable even at infinitesimal steepness. A distinguishing feature of this three-dimensional modulational instability is the generation of circulating horizontal mean flows at large distances from the vicinity of the beam.

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