Table 26 



Date(s) 



1984 

 (Cont) 



1985 



Construction and Rehabilitation History 



WIS 20-year wave hindcast study (Corson, et al. 1982) together with 

 a wave shoaling model (Seelig and Ahrens 1980) and a stability equa- 

 tion presented by the Danish Hydraulic Institute (Gravesen et al. 

 1979) in addition to SPM (1984) procedures. 



The structure is in excellent condition. 



Figure 41. Arecibo Harbor, Puerto Rico 

 76 



