40 



30 



20 



10 



% Damage 



D 



Run 1 











* 



* 



Run 2 























□ 





- 





□ 



i i 



D 



i 



¥ 



i 





12 



14 



16 



18 20 



(Hmo)i (ft) 



22 



24 



26 



Figure 10. Harbor- side damage, Plan 2, "A" Stone 



middle section ("A-l" Stone section) reached 5.1 percent for a 24- ft wave, but 

 was not damaged for (H mo ) i < 22 ft (Figure 11). 



29. Transmitted wave heights with Plan 2 installed were similar to 



Plan 1. Transmission coefficients for Plan 2, listed in Table 3, ranged from 



% Damage 



□ 



- * 



Run 1 

 Run 2 









□ 





- 













* 



- 



B-J* 



□ 



1 * 1 



□ 



i 



i 





12 



14 



16 



22 



24 



18 20 



(Hmo)i (ft) 



Figure 11. Harbor- side damage, Plan 2, "A-l" Stone 



26 



20 



