a. Determine the expected rate of overtopping for two design storm 

 types (hurricane and northeaster) at four selected still-water 

 levels (swl's) . 



b. Recommend any changes in the geometry of the seawall which might 

 decrease the overtopping rate. 



c. Determine a stable stone size for the proposed fronting riprap. 



d. Evaluate the distribution of wave-induced pressures on the face 

 of the seawall to aid in final design of the wall and 

 foundation. 



