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contributor authorJ. S. Mani
contributor authorS. Jayakumar
date accessioned2017-05-08T21:09:55Z
date available2017-05-08T21:09:55Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-950x%281995%29121%3A6%28335%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41121
description abstractA suspended pipe breakwater was designed specifically for fishery/pleasure-craft harbors where moderate wave agitations in the harbor basin are admissible. The present breakwater consists of a row of closely spaced pipes mounted onto a frame and suspended between the support piles spaced far apart. Experimental studies conducted to determine the wave transmission characteristics indicate that by suspending a row of closely spaced pipes (with a gap to diameter ratio of 0.22 and draft to water depth ratio of 0.46), a 50% reduction in incident-wave height can be achieved. The cost and performance of conventionally adopted pile breakwater (involving a row of closely spaced piles driven on the seabed) were compared with the present system. The comparison revealed that the present system can reduce the investment cost by about 40% and can attenuate waves with the same efficiency as that of a row of closely spaced piles.
publisherAmerican Society of Civil Engineers
titleWave Transmission by Suspended Pipe Breakwater
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1995)121:6(335)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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