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contributor authorTakumi Ohyama
contributor authorSerdar Beji
contributor authorKazuo Nadaoka
contributor authorJurjen A. Battjes
date accessioned2017-05-08T21:09:49Z
date available2017-05-08T21:09:49Z
date copyrightNovember 1994
date issued1994
identifier other%28asce%290733-950x%281994%29120%3A6%28637%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41073
description abstractData collected from measurements in a two‐dimensional (2D) wave flume with a trapezoidal bar on a horizontal bottom are used to test the numerical model previously developed by the writers. The experiments were performed both for monochromatic and for random waves, with two different peak frequencies. Overall agreement between the computations and the measurements is quite satisfactory, indicating that the numerical model favorably predicts waveform evolutions resulting from shoaling over the upslope, near‐resonant wave‐wave interactions over the bar, and decomposition behind the bar.
publisherAmerican Society of Civil Engineers
titleExperimental Verification of Numerical Model for Nonlinear Wave Evolutions
typeJournal Paper
journal volume120
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1994)120:6(637)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
contenttypeFulltext


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