. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 17 (Concluded) Date(s) Construction and Rehabilitation History 1985 basixL near Nash Road, about 2 miles northeast of Seward, The basin would include 30 acres dredged to depths of -10 to -16 ft and would be protected by a 1,400-ft south breakwater, a 2,500-ft west break- water, and a 1,700-ft north silt barrier breakwater. The design wave height was ft. The harbor is illustrated in Figure 44, and an aerial photograph of the harbor is presented in Figure 45. There are no reports of n
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 17 (Concluded) Date(s) Construction and Rehabilitation History 1985 basixL near Nash Road, about 2 miles northeast of Seward, The basin would include 30 acres dredged to depths of -10 to -16 ft and would be protected by a 1,400-ft south breakwater, a 2,500-ft west break- water, and a 1,700-ft north silt barrier breakwater. The design wave height was ft. The harbor is illustrated in Figure 44, and an aerial photograph of the harbor is presented in Figure 45. There are no reports of needed repairs or rehabilitations, nor are there reports of action taken on recommendations for an additional Figure 44. Site layout of Seward Harbor, Alaska (revised 1984) 100. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Ward, Donald L. (Donald Leslie), 1943-; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers; Repair, Evaluation, Maintenance, and Rehabilitation Research Program. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service]
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