0.0002 - 



2.0 



1.0 

 0.8 



0.6 



0.4 

 0.3 



01 _ 

 0.08 g 



VI 



0.06 



0.04 

 0.03 



0.02 



0.01 

 0,008 



0.006 



0.004 

 0.003 



Figure 2. Overtopping parameters, a and Q*, riprapped 1:1.5 structure 

 slope on a 1:10 nearshore slope (from U.S. Army, Corps of 

 Engineers, Coastal Engineering Research Center, 1977). 



