2.52 m 

 k. H 



h = 6.0 m 



MATERIAL POROSITY = 0.37 

 BREAKWATER CROSS SECTION 



Hi(ft) 



0.5 



1.0 



Hj(m) 



1.5 



2.0 



ds = 4.8 m 



Figure 7-56. Predicted wave transmission coefficients for a rubble-mound 

 breakwater using the computer program MADSEN (t = 10 s) . 



7-88 



