In this paper, the performance of a 1-D Boussinesq model is evaluated again
st laboratory data for its ability to predict surf zone velocity moments. W
ave evolution over a plane beach and a complex bathymetry both extending in
to the surf-zone is examined for six cases. For the plane beach, these comp
rise two cases, a spilling and a plunging cnoidal wave. For the complex bat
hymetry, these comprise four cases of longer and short wavelengths (spillin
g and plunging breakers), with regular and irregular periodicity. The model
evaluation places emphasis on parameters of the wave field that could be u
sed for the prediction of sediment transport; orbital velocity, undertow, v
elocity skewness, kurtosis and asymmetry. It is found that, despite an over
estimation of the depth-averaged horizontal velocity in the regular waves c
ases, the predicted higher order velocity moments and undertow are in good
agreement with the laboratory data. A bispectral analysis demonstrates that
the nonlinear transfers of energy amongst the low order harmonics are well
reproduced, but energy exchanges with the higher harmonics are less well p
redicted. As a result, the model handles velocity moments better in the sho
rter wave tests than in the long wave cases where triad interactions are st
ronger. Of the four parameters describing wave breaking, the model behaviou
r is most sensitive to the critical wave front slope phi (B). especially wi
th regard to velocity skewness and kurtosis predictions. It is also found t
hat increasing the thickness of the surface roller for the case of plunging
breakers improves the model's performance. (C) 2000 Elsevier Science B.V.
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