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contributor authorBijan Safaie
date accessioned2017-05-08T21:08:44Z
date available2017-05-08T21:08:44Z
date copyrightMay 1984
date issued1984
identifier other%28asce%290733-950x%281984%29110%3A2%28287%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40374
description abstractThe field and laboratory data for wind shear stress coefficient at the air-water interface are reanalyzed. The major discrepancy between the field and laboratory data for wind shear stress coefficient is removed by adjusting the laboratory data to the same elevation as the field data. The adjusted laboratory data for wind shear stress follow closely the corresponding field data. Based on this result, it is concluded that wind shear stress coefficient is independent of fetch length. Finally, the Charnock hypothesis is tested statistically based on the available data. The results of the test indicate that the roughness parameter, z
publisherAmerican Society of Civil Engineers
titleWind Stress at Air‐Water Interface
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1984)110:2(287)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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