In order to verify modified mild-slope equation models in a horizontal two-
dimensional space, a hydraulic experiment is made for surface wave propagat
ion over a circular shoal on which water depth varies substantially. A hori
zontal two-dimensional numerical model is also constructed based on the hyp
erbolic equations that have been developed from the modified mild-slope equ
ation to account for the substantial depth variation. Comparison between ex
perimental measurements and numerical results shows that the modified mild-
slope equation model is capable of producing accurate results for wave prop
agation in a region where water depth varies substantially, while the conve
ntional mild-slope equation model gives large errors as the mild-slope assu
mption is violated. (C) 2001 Elsevier Science B.V. All rights reserved.