A simplified model of the air flow over surface water waves propagating at
arbitrary phase velocity as compared to the wind velocity is presented. The
approach is based on the subdivision of the air flow into an outer (OR) an
d an inner (IR) region. In the OR the wave-induced motion experiences invis
cid undulation, while in the IR it is strongly affected by the turbulent sh
ear stress. The subdivision of the air flow into two regions considerably s
implifies the solution of the problem. The critical height (the height wher
e the wind speed and the wave phase velocity are equal) is for most cases l
ocated inside the IR. Its singular behaviour is strongly suppressed by turb
ulence. The description of the wind velocities in the OR is based on an app
roximate solution of the Rayleigh equation. The description of the IR is ba
sed on the solution of the vorticity equation accounting for turbulent diff
usion. The local eddy-viscosity mixing length closure scheme is used to par
ameterize the turbulent shear stress. Exponential damping of the shear stre
ss variation with height towards the OR is introduced. This damping describ
es phenomenologically the basic feature of the wave boundary layer: a rapid
distortion of turbulence in the OR. Wave-induced velocity and shear stress
profiles, and the wave growth rate, resulting from the model show reasonab
le agreement with those obtained by a two-dimensional numerical model based
on a second-order closure scheme. Moreover, the velocity profiles are in g
ood agreement with laboratory measurements.