I.U 



LEGEND 



LABORATORY 



1 







1 



CJ 



~ 





^_-U.8 



^ • PROTOTYPE 



/ 







- 



^ 





/ 









LU 





/ 









O 



i 



r 









a 0.6 



/ 









- 



o 



/. 











C3 



/• 











^ 



/ 











iO.4 



. i-< 



• 







- 



OO 













S 













oo 













iO.2 



- 









- 



oc 













J— 



1 1 1 



1 



I 



1 



1 



) 1 2 3 



4 



5 



6 



7 8 



RELATIVE WAVELENGTH, L/W 



2.50 3.54 4.33 



WAVE PERIOD, T , SECONDS 



5.00 



FIGURE 1. WAVE TRANSMISSION FOR CONCRETE BREAK- 

 WATER (150-FT PONTOON WITH CLUMP WEIGHTS) 



100 









LEGEND 



t 80 



- 







•CONCRETE LOAD CELL 



QO 



_J 











UJ 



1^ 60 



u- 



- 









UJ 



i 40 



. 





• 

 • 





CJ 



• «• 



• 



• 



• 





1 2 3 



WAVE HEIGHT, FT 



FIGURE 2. MOORING LOADS FOR CONCRETE BREAK- 

 WATER (150-FT PONTOON WITH CLUMP WEIGHTS) 



127 



