Abstract
Transverse stability and instability of solitary waves correspond to a class of perturbations
that are travelling in a direction transverse to the direction of the basic solitary
wave. In this paper we consider the problem of transverse instability of solitary waves
for the water-wave problem, from both the model equation point of view and the full
water-wave equations. A new universal geometric condition for transverse instability
forms the backbone of the analysis. The theory is first illustrated by application to
model PDEs for water waves such as the KP equation, and then it is applied to the
full water-wave problem. This is the first theory proposed for transverse instability of
solitary waves of the full water-wave problem. The theory suggests the introduction of
a new functional for water waves, whose importance is suggested by the mathematical
structure. Without explicit calculation, the theory is used to argue that the basic class
of solitary waves of the water-wave problem, which bifurcate at Froude number unity,
are likely to be stable to transverse perturbations, even at large amplitude.
Publisher
Cambridge University Press (CUP)
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
26 articles.
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