Improvement of Parabolic Nonlinear Dispersive Wave ModelSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002Author:James M. Kaihatu
DOI: 10.1061/(ASCE)0733-950X(2001)127:2(113)Publisher: American Society of Civil Engineers
Abstract: Improvements 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.
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contributor author | James M. Kaihatu | |
date accessioned | 2017-05-08T21:10:19Z | |
date available | 2017-05-08T21:10:19Z | |
date copyright | April 2001 | |
date issued | 2001 | |
identifier other | %28asce%290733-950x%282001%29127%3A2%28113%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41380 | |
description abstract | Improvements 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. | |
publisher | American Society of Civil Engineers | |
title | Improvement of Parabolic Nonlinear Dispersive Wave Model | |
type | Journal Paper | |
journal volume | 127 | |
journal issue | 2 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)0733-950X(2001)127:2(113) | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002 | |
contenttype | Fulltext |