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contributor authorDarla A. Hershberger
contributor authorFrancis C. K. Ting
date accessioned2017-05-08T21:09:58Z
date available2017-05-08T21:09:58Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-950x%281996%29122%3A5%28239%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41159
description abstractThis study describes a field experiment on wind waves in the Gulf Intracoastal Waterway. Wind-wave height and period were measured at the Aransas National Wildlife Refuge in Texas and compared to hindcast results generated by the wind-wave model for restricted fetches in the Automated Coastal Engineering System. The comparisons showed that the present technology did not predict the measurements well. The restricted fetch method showed a tendency to overpredict waves when the wind was blowing along the channel and underpredict waves when the wind was blowing across the channel. The poor performance of the restricted fetch model in long, narrow channels was attributed to the measured data being far outside the bounds of the data used to develop the model (fetch width-to-length ratio, as well as wave height and period). It was shown that wave damping could reduce wave heights for along-channel winds. Analysis of an elliptical fetch suggested that fetch width-to-length ratio is an important variable. Because this parameter is not included in the wave-prediction equations, the formulas should only be applied to water bodies similar in width-to-length ratio to those used to develop the model.
publisherAmerican Society of Civil Engineers
titleStudy of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1996)122:5(239)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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