Please use this identifier to cite or link to this item: http://nopr.niscair.res.in/handle/123456789/4345
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dc.contributor.authorNeelamani, S.-
dc.contributor.authorReddy, M. G. Muni-
dc.date.accessioned2009-05-26T13:06:32Z-
dc.date.available2009-05-26T13:06:32Z-
dc.date.issued2002-09-
dc.identifier.issn0379-5136-
dc.identifier.urihttp://hdl.handle.net/123456789/4345-
dc.description179-187en_US
dc.description.abstractWave forces on a vertical cylinder defensed by a perforated vertical and inclined barriers with 45° angle of inclination were experimentally investigated. The relative wave height, (Hi/d) varied from 0.114 to 0.429 and the porosity was kept constant with 12%. The force ratios were found reducing with increase of Hi/d. It is estimated that on an average, the reduction of force on the vertical cylinder is about 35% due to perforated vertical barrier and is about 30% due to sloped barrier. Incident wave steepness, (Hi/L) varied from 0.007 to 0. 080 and the force ratios were also found reducing with increase of wave steepness. The force ratios are less sensitive for the scattering parameter (ka).en_US
dc.language.isoen_USen_US
dc.publisherCSIRen_US
dc.sourceIJMS Vol.31(3) [September 2002]en_US
dc.subjectWave forcesen_US
dc.subjectvertical pilesen_US
dc.subjectwave barriersen_US
dc.subjectenergy dissipationen_US
dc.titleWave forces on a vertical cylinder defenced by a perforated vertical and inclined barriersen_US
dc.typeArticleen_US
Appears in Collections:IJMS Vol.31(3) [September 2002]

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