■//////// 



TEST SECTION 



///;///;;>/;//;//;;;/;///;///////;///////;//;/;//////////;/;///// 



Figure 75. Definitive sketch of mooring line force determi- 

 nation for the two-dimensional model of Wave-Maze 

 scrap-tire floating breakwater at one-quarter 

 scale (after Kamel and Davidson, 1968). 



* P 



































LEGEND 



















SEAWARD END OF STRUCTURE 

















A SHORE* 



lt.RO END OF 



STRUCTURE 









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A 

 



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Ratio of Breakwater Kidth-to-Wavelength, K/L 



to force due to total reflec- 

 for the two-dimensional model 



Figure 76. Ratio of mooring line force, f , 

 tion of a vertical wall, ftmax) 

 of Wave-Maze scrap-tire floating breakwater at one-quarter scale 

 (after Kamel and Davidson, 1968). 



123 



