- o 



X 



0.002 



0.004 



0.006 



0.008 



Figure 7-57, 



H'/gT^ 



(AFTER SORENSEN AND SEELIG, 1981) 



Ponding for a smooth impermeable breakwater with F 



= 



0.8 

 0.7 

 0.6 

 0.5 



- o 



^ 0.4 



Q. 



0.3 



0.2 



0.1 



-1.0 



-0.5 



0.5 



1.0 



F/H- 



1.5 



2.0 



2.5 



(AFTER DISKIN, VAJDA, AND AMIR, 1970) 



Figure 7-58. Ponding for rubble-mound breakwaters. 



7-90 



