contributor author | J. S. Mani | |
contributor author | S. Jayakumar | |
date accessioned | 2017-05-08T21:09:55Z | |
date available | 2017-05-08T21:09:55Z | |
date copyright | November 1995 | |
date issued | 1995 | |
identifier other | %28asce%290733-950x%281995%29121%3A6%28335%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41121 | |
description abstract | A 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. | |
publisher | American Society of Civil Engineers | |
title | Wave Transmission by Suspended Pipe Breakwater | |
type | Journal Paper | |
journal volume | 121 | |
journal issue | 6 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)0733-950X(1995)121:6(335) | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006 | |
contenttype | Fulltext | |