3.0 



2.5 



— 2.0 



-i 1.5 



> 



1.0 



0.5 - 



- Design Depth = 6 ft 



Design Depth = 24 ft 



1967 Condition 

 lft<depth<20' 



5 4 3 2 1 

 Period (hr) 



Figure 31. Response to long wave excitation at Pentwater 

 (wave amplitude =0.1 foot). 



65 



