Please use this identifier to cite or link to this item: http://nopr.niscair.res.in/handle/123456789/38828
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dc.contributor.authorBaba, M-
dc.date.accessioned2016-12-16T12:39:56Z-
dc.date.available2016-12-16T12:39:56Z-
dc.date.issued1985-09-
dc.identifier.issn0975-1033 (Online); 0379-5136 (Print)-
dc.identifier.urihttp://nopr.niscair.res.in/handle/123456789/38828-
dc.description117-122en_US
dc.description.abstractBottom horizontal velocity asymmetry and the resultant bottom sediment motion on the leeside of a submerged break water are examined. The laboratory tests are conducted with regular waves. In general the net bottom transport for the tested conditions is directed towards the shore behind the submerged breakwater. The sediment transport here is found to depend on the types of waves, whether they are regular or irregular, their height and the water level variation over the submerged breakwater. The use of irregular waves, which are closer to the real sea conditions, is recommended in similar investigations, as the information obtained from irregular and regular waves are different. The conditional total impulses method suggested by Longinov is found to be an effective tool in assessing the direction and intensity of net bottom water particle motion and the sediment transport.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJMS Vol.14(3) [September 1985]en_US
dc.titleStudy of Horizontal Bottom Velocities and Prediction of Sediment Transport behind a Submerged Breakwateren_US
dc.typeArticleen_US
Appears in Collections:IJMS Vol.14(3) [September 1985]

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