Show simple item record

contributor authorYoshimi Goda
date accessioned2017-05-08T21:10:25Z
date available2017-05-08T21:10:25Z
date copyrightMarch 2003
date issued2003
identifier other%28asce%290733-950x%282003%29129%3A2%2893%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41469
description abstractA procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design diagrams. Although Wilson’s formulas are relatively unknown in the United States, they are quite reliable. The relationship between the nondimensional minimum duration and the nondimensional fetch length is empirically expressed in a power law, which enables the analyst to judge whether the wave growth is limited by the wind duration or the fetch length. The correlation between the significant wave height and period also indicates the period approximately proportional to the 2/3 power of the wave height.
publisherAmerican Society of Civil Engineers
titleRevisiting Wilson’s Formulas for Simplified Wind-Wave Prediction
typeJournal Paper
journal volume129
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2003)129:2(93)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record