1.0 



"0.8 



I— 



§0.6 



= 0.4 



CO 

 GO 



0.2 



LEGEND 



D/d = 0.14 (LABORATORY) 



• D/d = 0.10 (PROTOTYPE) 



1 2 3 



RELATIVE WAVELENGTH, L/W 



2.96 4.19 5.13 5.93 



WAVE PERIOD, T, SECONDS 



FIGURE 3. WAVE TRANSMISSION FOR PIPE-TIRE BREAKWATER 



lUU 



1 



/ 





LEGEND 



t80 



CO 



ea 



_j 



/ 







(LABORATORY) 



• LOWER LOAD CELL 1 pRnTnTYPi: ' 

 . UPPER LOAD CELL 1 •'"^TOTYPE 



S60 



U- 



/ 







• • 



LU 



5 40 



/ « 

 / ■ 



■t 

 ■ 



■ 

 • 



• • 



OQ 



O 



I2O 



/ 1 







1 1 



) 1 







2 3 4 



WAVE HEIGHT, FT 



FIGURE 4. MOORING LOADS FOR PIPE-TIRE BREAKWATER 



129 



