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