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contributor authorGovindasamy Dhinakaran
contributor authorVallam Sundar
contributor authorRenganathan Sundaravadivelu
contributor authorKai Uwe Graw
date accessioned2017-05-08T21:10:50Z
date available2017-05-08T21:10:50Z
date copyrightJuly 2008
date issued2008
identifier other%28asce%290733-950x%282008%29134%3A4%28237%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41740
description abstractThe semicircular breakwater (SBW) is a composite breakwater consisting of a semicircular caisson resting on a rubble mound. The SBW function as a barrier dissipates the incident wave energy and creates tranquility on its leeside. The dynamic pressures due to random waves exerted on seaside perforated SBWs with 7, 11, and 17% of its exposed surface area with perforations were measured. The measured pressures are compared with experimental results of SBW without perforations. In addition, the forces exerted on the caisson alone are measured. The reflection coefficient, runup characteristics, measured total forces, and dynamic pressures in a dimensionless form are presented as a function of relative water depth. The tests were conducted for surface piercing conditions. The effect of the water depth, perforations, and rubble mound height on the above stated variables are brought out, the details of which are reported in this technical note.
publisherAmerican Society of Civil Engineers
titleHydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves
typeJournal Paper
journal volume134
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2008)134:4(237)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 004
contenttypeFulltext


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