Table 26
Construction and Rehabilitation History
Date
1984
WIS 20-year wave hindcast study (Corson, et al. 1982) together with
(Cont)
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.
1985
Figure 41. Arecibo Harbor, Puerto
76
Previous Page
