The time-averaged alongshore bottom stress is an important component of nea
rshore circulation models. In a widely accepted formulation the bottom stre
ss is proportional to < \(u) over right arrow\v >, the time average of the
product of the instantaneous velocity magnitude \(u) over right arrow\ and
the instantaneous alongshore velocity component v. Both mean and fluctuatin
g (owing to random, directionally spread waves) velocities contribute to <
\(u) over right arrow\v > Direct estimation of < \(u) over right arrow\v >
requires a more detailed specification of the velocity field than is usuall
y available, so the term < \(u) over right arrow\v > is parameterized. Here
direct estimates of < \(u) over right arrow\v > based on time series of ne
ar-bottom currents observed between the shoreline and 8-m water depth are u
sed to test the accuracy of < \(u) over right arrow\v > parameterizations.
Common < \(u) over right arrow\v > parameterizations that are linear in the
mean alongshore current significantly underestimate < \(u) over right arro
w\v > for moderately strong alongshore currents, resulting in overestimatio
n of a drag coefficient determined by fitting modeled (with a linearized bo
ttom stress) to observed alongshore currents. A parameterization based on a
joint-Gaussian velocity field with the observed velocity statistics gives
excellent overall agreement with the directly estimated < \(u) over right a
rrow\v > and allows analytic investigation of the statistical properties of
the velocity field that govern < \(u) over right arrow\v > Except for the
weakest flows, < \(u) over right arrow\v > depends strongly on the mean alo
ngshore current and the total velocity variance but depends only weakly on
the mean wave angle, wave directional spread, and mean cross-shore current.
Several other nonlinear parameterizations of < \(u) over right arrow\v > a
re shown to be more accurate than the linear parameterizations and are adeq
uate for many modeling purposes.