. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. LAKE SIDE + H \ _ +-I $t99l Sheet piles 20' STEEL SHEET PILE REPAIR 1949 SECTION OF EAST PIER Concrete cap ' ' , 11 CHANNEL SIDE mmr~~ SECTION OF WEST PIER profile REHABILlTftTION UNDER PUBLIC WORKS ACCELERATION ACT FOR ENTIRE 614 FOOT LENGTH OF PIER INITIATED IN JUNE 1963 AND COMPLETED IN NOVEMBER 1963. Figure 276. Typical pier cross sections, Olcott Harbor, New York 404. Please note that these images are extracted from scanned page images that may have been digi
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. LAKE SIDE + H \ _ +-I $t99l Sheet piles 20' STEEL SHEET PILE REPAIR 1949 SECTION OF EAST PIER Concrete cap ' ' , 11 CHANNEL SIDE mmr~~ SECTION OF WEST PIER profile REHABILlTftTION UNDER PUBLIC WORKS ACCELERATION ACT FOR ENTIRE 614 FOOT LENGTH OF PIER INITIATED IN JUNE 1963 AND COMPLETED IN NOVEMBER 1963. Figure 276. Typical pier cross sections, Olcott Harbor, New York 404. 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: 2133px × 1172px
Photo credit: © Book Worm / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900
