Please use this identifier to cite or link to this item: https://idr.l2.nitk.ac.in/jspui/handle/123456789/12735
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dc.contributor.authorMane, V.-
dc.contributor.authorRajappa, S.-
dc.contributor.authorRao, S.-
dc.contributor.authorVittal, Hegde, A.-
dc.date.accessioned2020-03-31T08:42:03Z-
dc.date.available2020-03-31T08:42:03Z-
dc.date.issued2011-
dc.identifier.citationInternational Journal of Naval Architecture and Ocean Engineering, 2011, Vol.3, 2, pp.150-158en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/12735-
dc.description.abstractPresent study aims to investigate the influence of relative breakwater width W/L (W=width of breakwater, L=wavelength), wave steepness Hi/gT2 (Hi=incident wave height, T=wave period) and relative wave height d/W (d=water depth) on forces in the moorings of horizontal interlaced multi-layered moored floating pipe breakwater (HIMMFPB) model. Studies were conducted on scaled down physical models having three layers of Poly Vinyl Chloride (PVC) pipes, wave steepness Hi/gT2 varying from 0.063 to 0.849, relative width W/L varying from 0.4 to 2.65 and relative spacing S/D=2 (S=horizontal centre-to-centre spacing of pipes, D=diameter of pipes). Peak mooring forces were also measured and data collected is analyzed by plotting non-dimensional graphs depicting variation of fs/?W2 (fs=Sea side Mooring force, ?=specific weight of water) & fl/?W2 (fl=Lee side Mooring force) with Hi/gT2 for d/W varying from 0.082 to 0.276 and also variation of fs/?W2 and fl/?W2 with W/L for Hi/d varying from 0.06 to 0.400. SNAK, 2011.en_US
dc.titlePeak mooring forces in the horizontal interlaced multi-layered moored floating pipe breakwateren_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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