0.0 



0.5 1.0 1.5 2.0 2.5 



Dimensionless Ways frequency, <J h/g = 2wh/L 



Figure 126. Effect of breakwater width, b, and dimensionless wave frequency, 

 o 2 h/g, on coefficient of reflection, C , for the porous-walled 

 floating breakwater (after Richey and Sollitt, 1969a). 



0.0 

 Figure 127. 



jJ-=0.0l"U 0.03 



05 1.0 1.5 2.0 



Dimensionless Wave Frequency, ili/j = 2nh/L 



Effect of incident wave steepness, IL/L, and dimensionless wave 

 frequency, o 2 U/g, on coefficient of reflection, C , for the porous- 

 walled floating breakwaLer (after Riciiey and Sollitt, 1969a); various 

 symbols denote different wave generator eccentricities, e . 



188 



