10.0 

 9.0 

 8.0 

 7.0 

 6.0 

 5.0 



4.0 

 3.0 



2.0 

 1.5 



— i- 1.0 



"o 0.9 



0.8 



0.7 



0.6 



0.5 

 0.4 



0.2 



0.15 



0.1 



0.15 0.2 



0.3 0.4 0.5 0.6 0.8 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 10.0 



Slope ( cot 9) 



Figure 7-8. Wave runup on smooth, impermeable, slopes when dg/H^ = 

 (structures fronted by a 1:10 slope). 



7-19 



