Alongshore propagating low-frequency O(0.01 Hz)
waves related to the direction and
intensity of the alongshore current were first observed in the surf zone
by Oltman-Shay,
Howd & Birkemeier (1989). Based on a linear stability analysis, Bowen
&
Holman (1989) demonstrated that a shear instability of the alongshore current
gives
rise to alongshore propagating shear (vorticity) waves. The fully nonlinear
dynamics of
finite-amplitude shear waves, investigated numerically by Allen, Newberger
& Holman
(1996), depend on α, the non-dimensional ratio of frictional to nonlinear
terms,
essentially an inverse Reynolds number. A wide range of shear wave environments
are reported as a function of α, from equilibrated waves
at larger α to fully turbulent
flow at smaller α. When α is above the critical level
αc, the system is stable. In this
paper, a weakly nonlinear theory, applicable to α just
below αc, is developed. The
amplitude of the instability is governed by a complex Ginzburg–Landau
equation. For
the same beach slope and base-state alongshore current used in Allen et
al. (1996),
an equilibrated shear wave is found analytically. The finite-amplitude
behaviour of
the analytic shear wave, including a forced second-harmonic correction
to the mean
alongshore current, and amplitude dispersion, agree well with the numerical
results of
Allen et al. (1996). Limitations in their numerical model prevent
the development of
a side-band instability. The stability of the equilibrated shear wave is
demonstrated
analytically. The analytical results confirm that the Allen
et al. (1996) model correctly
reproduces many important features of weakly nonlinear shear waves.