CONTENTS 



FIGURES — Continued 



Page 



186 Parabolic beach floating breakwater concept 246 



187 Effects of relative water depth, L/d, and porosity on transmission coefficients, C t , 



of hinged and freely floating parabolic beaches 247 



188 Design concept for Wave Tripper floating breakwater 248 



189 Offset floating breakwater configuration, showing pressure distribution on reflecting 



surfaces 249 



190 Effect of relative penetration, h/a, on ratio of force on offset breakwater, F ffset' 



to force on vertical rigid wall, F r i„id wall' for offset floating breakwater 



configuration ■ 250 



191 Effect of relative penetration, h/a, angle of incidence, 9, anchor location, offset 



width, D , and relative wavelength, L/2D Q , on transmission coefficients, C t , 



for offset floating breakwater configuration 251 



192 Effect of ratio of wavelength to offset distance, L/D , and depth of penetration, h, 



on coefficient of transmission, C t , for offset floating breakwater configuration 252 



193 Bowley wave barrier concept of floating breakwater 253 



194 Wave pattern generated by Bowley wave barrier concept of floating breakwater 254 



195 Experimental facility for evaluating the Bowley wave barrier concept of floating 



breakwater 255 



196 Effect of number of modules, and relative water depth, L/d, on transmission coefficient, 



C t , for Bowley wave barrier concept of floating breakwater 255 



197 Effect of relative water depth, L/d, and pitching mode period on transmission 



coefficient, C_, for Bowley wave barrier concept of floating breakwater 256 



198 Effect of model buoy size, and relative water depth, L/d, on transmission coefficient, 



C t , for Bowley wave barrier concept of floating breakwater 256 



199 Effect of Bowley wave barrier concept of floating breakwater on Pierson-Moskowitz 



spectrum 257 



200 Slope-floating beach with pontoons for reservoir applications 258 



201 Effect of incident wave steepness, R^/L, and relative breakwater width, L/W, on 



transmission coefficient, C t , for slope floating beach with pontoons 259 



202 Twin-pontoon floating breakwater for reservoir applications.. 260 



203 Effect of incident wave height, Hj, and relative breakwater width, L/W, on 



transmission coefficient, C t , for twin-pontoon floating breakwater 261 



204 Twin water chamber and pontoon floating breakwater for reservoir applications 262 



205 Effect of relative breakwater width, L/W, on transmission coefficient, C t , for twin 



water chamber and pontoon floating breakwater 263 



206 Fixed-dissipator floating breakwater for reservoir applications 264 



207 Effect of relative breakwater width, L/W, on transmission coefficient, C t , for fixed 



dissipator floating breakwater 264 



14 



