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contributor authorJames M. Kaihatu
date accessioned2017-05-08T21:10:19Z
date available2017-05-08T21:10:19Z
date copyrightApril 2001
date issued2001
identifier other%28asce%290733-950x%282001%29127%3A2%28113%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41380
description abstractImprovements to a previously published nonlinear parabolic wave model are developed and implemented. A second-order correction to a free-surface boundary condition used to develop the original model is formulated. The correction takes into account the complete second-order transformation between amplitudes of the velocity potential and those of the free-surface elevation. Additionally, wide-angle propagation terms are included in the model. It is shown that the model with the second-order correction retains the properties of third-order Stokes theory quite well in deep water. Comparisons of model behavior to data reveal that both nonlinearity and wide-angle propagation effects need to be included in the model for general wave transformation problems in shallow water. Skewness predictions are considerably improved by using both the second-order correction and by retaining a greater number of frequency components in the calculation. Asymmetry calculations are aided by incorporation of frequency-squared weighting for distribution of the dissipation function. Further improvement may entail a different form of the breaking model.
publisherAmerican Society of Civil Engineers
titleImprovement of Parabolic Nonlinear Dispersive Wave Model
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2001)127:2(113)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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