1994
DOI: 10.1063/1.868288
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On the modulational stability of traveling and standing water waves

Abstract: Asymptotically exact evolution equations are derived for trains of small amplitude counterpropagating water waves over finite depth. Surface tension is included. The resulting equations are nonlocal and generalize the equations derived by Davey and Stewartson for unidirectional wave trains. The stability properties of stationary standing and quasiperiodic waves are determined as a function of surface tension and fluid depth for both long wavelength longitudinal and transverse perturbations.

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Cited by 42 publications
(79 citation statements)
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“…In particular, the cubic coeñicients coincide with those obtained in strictly inviscid formulations (Pierce and Knobloch [1994]; see also Miles [1993], Hanscn and Alstrom [1997] and references therein). The coefficient a$ diverges at (cxcluded) resonant wavenumbers satisfying Lü(2k) = 2w(fe).…”
Section: /2mentioning
confidence: 81%
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“…In particular, the cubic coeñicients coincide with those obtained in strictly inviscid formulations (Pierce and Knobloch [1994]; see also Miles [1993], Hanscn and Alstrom [1997] and references therein). The coefficient a$ diverges at (cxcluded) resonant wavenumbers satisfying Lü(2k) = 2w(fe).…”
Section: /2mentioning
confidence: 81%
“…The mean flow variables in the bulk depetid weakly on time but strongly on both x and y, and evolve accordíng to the equations Thus the mean ftow is forced by the surface waves in two ways. The right sides of the boundary conditions (2.19a) and (2.20) provide a normal forcíng rnechanism; this mechanism is thc only one present in strictly inviscid thcory ; Pierce and Knobloch [1994]) and does not appear unless the aspect ratio is large. The right sides of the boundary conditions (2.19b) and (2.21c) describe two shear forcíng mechanisms, a tangential stress at the free surface and a tangential velocity at the bottom wall.…”
Section: /2mentioning
confidence: 99%
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