Please use this identifier to cite or link to this item: https://idr.l3.nitk.ac.in/jspui/handle/123456789/11855
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dc.contributor.authorShirlal, K.G.
dc.contributor.authorRao, S.
dc.date.accessioned2020-03-31T08:35:44Z-
dc.date.available2020-03-31T08:35:44Z-
dc.date.issued2003
dc.identifier.citationISH Journal of Hydraulic Engineering, 2003, Vol.9, 1, pp.36-45en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/11855-
dc.description.abstractTandem Breakwater consists of a submerged reef breakwater constructed at some distance in front of a conventional non-overtopping rubble mound breakwater. The submerged reef breakwater breaks the high waves and the stilling basin between two breakwaters attenuates them. Hence, smaller waves approach the non-overtopping rubble mound breakwater and break on it. Therefore, the non-overtopping rubble mound breakwater may be designed for smaller waves, resulting in relatively lighter armour stones. In the model studies, it has been found that for a relative breakwater spacing X/d varying from 3.33 to 4.29 between the breakwaters, the damage of a tandem Breakwater is 20% to 60% less as compared with a single breakwater for similar operating criteria. 2003 Taylor & Francis Group, LLC.en_US
dc.titleLaboratory studies on the stability of tandem breakwateren_US
dc.typeArticleen_US
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