In this paper, following the procedure outlined by Li (1994. An evolution e
quation for water waves. Coastal Engineering, 23, 227-242) and Hsu and Wen
(2000. A study of using parabolic model to describe wave breaking and wide-
angle wave incidence. Journal of the Chinese Institute of Engineers, 23(4),
515-527) the extended refraction-diffraction equation is recasted into a t
ime-dependent parabolic equation. This model, which includes higher-order b
ottom effect terms, is extended to account for a rapidly varying topography
and wave energy dissipation in the surf zone. The importance of the higher
-order bottom effect terms is examined in terms of the relative water depth
. The present model was tested for wave reflection in a number of different
environments, namely from a plane slope with different inclinations, from
a patch of periodic ripples. The model was also tested for wave height dist
ribution around a circular shoal and wave breaking on a barred beach. The c
omparison of predictions with other numerical models and experimental data
show that the validity of the present model for describing wave propagation
over a rapidly varying seabed is satisfactory. (C) 2001 Elsevier Science L
td. All rights reserved.