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contributor authorWilliam G. McDougal
contributor authorA. Neil Williams
contributor authorKeizo Furukawa
date accessioned2017-05-08T21:09:55Z
date available2017-05-08T21:09:55Z
date copyrightJanuary 1996
date issued1996
identifier other%28asce%290733-950x%281996%29122%3A1%2827%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41123
description abstractLinearized shallow-water wave theory is used to investigate the interaction of surface waves with multiple rectangular submarine pits in water of otherwise uniform depth. The solution is obtained by a boundary element technique using a two-dimensional Green's function. It is shown that appropriate selection of pit dimensions and placement may lead to a significant reduction in wave heights behind these structures. Numerical results have been presented that illustrate the influence of the various pit characteristics on the diffracted wave field. Two pits can provide a shadow region in which wave heights are reduced to 10–20% of the incident wave height. The shadow region, with wave heights reduced to 30% of the incident wave height, is approximately the width of the pits and five wavelengths long. Guidance is given on how to select pit geometries and placement for optimal breakwater performance. An example is also presented that shows how to select a pit to reduce wave heights in a navigation channel.
publisherAmerican Society of Civil Engineers
titleMultiple-Pit Breakwaters
typeJournal Paper
journal volume122
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1996)122:1(27)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 001
contenttypeFulltext


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