Please use this identifier to cite or link to this item: https://idr.l2.nitk.ac.in/jspui/handle/123456789/13558
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dc.contributor.authorRajappa, S.
dc.contributor.authorHegde, A.V.
dc.contributor.authorRao, S.
dc.contributor.authorChannegowda, V.
dc.date.accessioned2020-03-31T08:48:12Z-
dc.date.available2020-03-31T08:48:12Z-
dc.date.issued2011
dc.identifier.citationMarine Technology Society Journal, 2011, Vol.45, 5, pp.20-27en_US
dc.identifier.uri10.4031/MTSJ.45.5.1
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/13558-
dc.description.abstractThis paper presents the results of a series of physical model scale experiments conducted to determine the transmission characteristics of a horizontal interlaced, multilayered, moored floating pipe breakwater. The studies are conducted on physical breakwater models having five layers of PVC pipes. The wave steepness (H i/gT 2, where H i is incident wave height, g is acceleration due to gravity, and T is time period) was varied between 0.063 and 0.849, relative width (W/L, where W is width of breakwater and L is the wavelength) was varied between 0.4 and 2.65, and relative spacing (S/D, where S is horizontal centre to centre spacing of pipes and D is the diameter of pipes) was set equal to 2. The transmitted wave height is measured, and the gathered data are analyzed by plotting nondimensional graphs depicting the variation of K t (transmission coefficient) with Hi/gT 2 for values of d/W (d is depth of water) and of K t with W/L for values of H i /d. It is observed that K t decreases as H i /gT 2 increases for the range of d/W between 0.082 and 0.139. It is also observed that K t decreases with an increase in W/L values for the range of H i /d from 0.06 to 0.40. The maximum wave attenuation achieved with the present breakwater configuration is 78%.en_US
dc.titleWave steepness and relative width: Influence on transmission coefficient of horizontal interlaced, multilayered, moored floating pipe breakwater with five layersen_US
dc.typeArticleen_US
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