Mane, V.Rajappa, S.Rao, S.Hegde, A.V.2026-02-052011International Journal of Naval Architecture and Ocean Engineering, 2011, 3, 2, pp. 150-15820926782https://doi.org/10.2478/ijnaoe-2013-0058https://idr.nitk.ac.in/handle/123456789/27334Present study aims to investigate the influence of relative breakwater width W/L (W=width of breakwater, L=wavelength), wave steepness H<inf>i</inf>/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 H<inf>i</inf>/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 (f<inf>s</inf>=Sea side Mooring force, ?=specific weight of water) & f<inf>l</inf>/?W2 (f<inf>l</inf>=Lee side Mooring force) with H<inf>i</inf>/gT2 for d/W varying from 0.082 to 0.276 and also variation of f<inf>s</inf>/?W2 and f<inf>l</inf>/?W2 with W/L for H<inf>i</inf>/d varying from 0.06 to 0.400. © SNAK, 2011.Floating breakwatersLight transmissionPlastic pipePolyvinyl chloridesIncident wavesMooring forceMulti-layeredPipe breakwatersRatio of spacing to diameter of pipesRelative breakwater widthRelative wave heightT wavesWave heightsWave steepnessMooring