. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 47 (Concluded) Construction and Rehabilitation History DateCs) ^_________ 1983 Additional riprap stone was placed along the north (Figure 126, Sec- tions A and Al) and south (Section H) piers. 1985 A site inspection indicated the structures were generally in very good condition. An aerial photo of the Grand Haven Harbor Piers is shown in Figure 129. LAKE. MICHIGAN Figure 126. Grand Haven Harbor, Michigan 207. Please note that these images are extracted from scanned page images


. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 47 (Concluded) Construction and Rehabilitation History DateCs) ^_________ 1983 Additional riprap stone was placed along the north (Figure 126, Sec- tions A and Al) and south (Section H) piers. 1985 A site inspection indicated the structures were generally in very good condition. An aerial photo of the Grand Haven Harbor Piers is shown in Figure 129. LAKE. MICHIGAN Figure 126. Grand Haven Harbor, Michigan 207. 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 Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; 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 Center]


Size: 1797px × 1390px
Photo credit: © Book Worm / Alamy / Afripics
License: Licensed
Model Released: No

Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900