Please use this identifier to cite or link to this item: https://idr.l2.nitk.ac.in/jspui/handle/123456789/11401
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dc.contributor.authorRao, S.
dc.contributor.authorRao, N.B.S.
dc.contributor.authorShirlal, K.G.
dc.contributor.authorReddy, G.R.
dc.date.accessioned2020-03-31T08:31:18Z-
dc.date.available2020-03-31T08:31:18Z-
dc.date.issued2003
dc.identifier.citationJournal of the Institution of Engineers (India): Civil Engineering Division, 2003, Vol.84, 2, pp.77-81en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/11401-
dc.description.abstractA laboratory investigation on a single row of suspended porous pipes was conducted in a two-dimensional regular wave flume to study their hydraulic performance. The wave energy losses at the structure were computed and the effects of depth of submergence, incident wave steepness, water depth, pipe diameter, percentage of perforations, size of perforations and relative wave height on loss coefficient were studied. It was found that as incident wave steepness increases, loss coefficient K 1 increases. Water depth has insignificant effect on K 1. It is also observed that as percentage of perforations increases, K 1 increases. For the range of variables studied, as the relative wave height increases, K 1 decreases.en_US
dc.titleEnergy dissipation at single row of suspended perforated pipe breakwatersen_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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