:5.D 







Curve ID 



H^ (cm) 











1 



7Hnbi ^\f\i 



3.UV 











^ 



7h0el 91 ??1 



^.'Ji 











i 



7(30bl«)laiu 



^.Ul 











u 



7Mn6l<>l^3'* 



i.67 











S 



7 >l ft 1. •? 1 ? U « 



■^.7b 





3.0 







6 



7 

 8 

 q 



in 

 11 

 12 



7H0b»SHpSb 

 7Mnhl <)1 ^nb 

 7h0ftl'>' ^1 <* 

 7P0bl VI ;^Ph 

 760>>1 <»t ^^b 

 76r)hl<»l ^U" 

 Tanoisi JS3 



^.«7 

 ^.7b 

 1 . 7^ 



1 .7ii 

 1 .75 





2.5 



O 



p 



0-01 



1 J 



7>)0(>l"*l yni 



?.25 



J'' 



2.0 



1- 



0.02 

 G.05 







\ 



^ii 





.< 



o 



0-lC 

 C .20 







it 





^ 



0-40 







^m 



y^^^c. 





X 



-GO 







/^^ 



^^ 



1,5 



" 







J 



^ 





1.0 



- 



j 



^ 



A 



ds/h 



--0,76 



0.5 

 n 





1 





1 



1 



1 



0.5 1.0 1.5 



H / Hrms ( incident 



2.0 



2.5 



Figure 44. Comparison between incident and transmitted wave height 

 distribution for a permeable breakwater (BW16) . 



55 



