Mooring forces in horizontal interlaced moored floating pipe breakwater with three layers

Abstract

The paper presents the results from model scale experiments on the study of forces in the moorings of horizontally interlaced, multi-layered, moored floating pipe breakwaters. The studies are conducted with breakwater models having three layers subjected to waves of steepness H i/ L ( H i is the incident wave height and L the wavelength) varying from 0.0066 to 0.0464, relative width W/ L ( W is the width of breakwater) varying from 0.4 to 2.65, and relative spacing S/ D ( S is the spacing of pipes and D the diameter of pipe) of 2 and 4. The variation of measured normalized mooring forces on the seaward side and leeward side are analyzed by plotting non-dimensional graphs depicting f/ γW 2 ( f is the force in the mooring per unit length of the breakwater, γ the weight density of sea water) as a function W/ L for various values of H i/ d ( d is the depth of water). It is found that the force in the seaward side mooring increases with an increase in H i/ L for d/ W values ranging between 0.081 and 0.276. The experimental results also reveal that the forces in the seaward side mooring decrease as W/ L increases, up to a value of W/ L=1.3, and then increases with an increase in W/ L. It is also observed that the wave attenuation characteristics of breakwater model with relative spacing of 4 is better than that of the model with relative spacing of 2. The maximum force in the seaward side mooring for model with S/ D=4 is lower compared to that for the breakwater model with S/ D=2. A multivariate non-linear regression analysis has been carried out for the data on mooring forces for the seaside and leeside.