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contributor authorMichael J. Briggs
contributor authorEdward F. Thompson
contributor authorCharles L. Vincent
date accessioned2017-05-08T21:09:50Z
date available2017-05-08T21:09:50Z
date copyrightJanuary 1995
date issued1995
identifier other%28asce%290733-950x%281995%29121%3A1%2823%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41079
description abstractA three-dimensional, physical model study of wave diffraction around a semi-infinite breakwater was conducted using a directional spectral wave generator. Both regular and irregular waves with narrow and broad frequency and directional spreading were simulated. Surface elevations were measured in the lee of the breakwater, within a radius of three wavelengths of the tip. Comparisons with regular and irregular wave prediction methods indicate the strengths and limitations of the methods for various wave conditions, and the importance of directional spreading. Data are given to assist other investigators in testing numerical models.
publisherAmerican Society of Civil Engineers
titleWave Diffraction around Breakwater
typeJournal Paper
journal volume121
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1995)121:1(23)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 001
contenttypeFulltext


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