

e 



X 



J.J 







Curve 



ID 



7eo6150<3l2 



7eofcl509?U 

 7606151010 

 76061510?'' 



H (cm) 



3.08 

 3.18 

 3.?5 



3.20 





3.0 



- 







780fcl51iu2 

 78061511^3 



3.60 

 3.65 



Curve-\ 











7«061?1?16 



3.58 











780615t2?7 



3.«2 



fP\Z 











7e06151?^8 



3.68 



®lfc IP 











780t15tl?« 



3.77 











7606151335 



l.uo 













7806151355 



1.37 





2.5 









7806151U07 



1.05 











7806160801 



1 .97 













7e06l6081'j 



1 ,88 













7eO(il60«28 



1.93 













7806160838 



2.39 













7606t608U8 



2.«7 













7606160H58 



2.(10 











20 



7806U090"' 



2.56 





2.0 



O 



A 



+ 



X 



p 



0.01 

 0.02 

 0.05 

 0.10 







M 





1.5 



X 



0.20 

 0-40 

 0.60 







fr 





1.0 



- 



^ 



¥ 







ds/h = 1.06 



0.5 

 n 





1 





1 



1 



1 1 



0.5 10 1.5 



H/ Hrms ( incident ) 



13 

 14 



2.0 



2.5 



Figure 44. Comparison between incident and transmitted wave height 



distribution for a permeable breakwater (BW16) . --Continued 



56 



