. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. REHABILITATION OF 536 FEET WAS COM- PLETED DURING THE PERIOD MAY-NOV. 1962 COVER <T0NE SLOPE I ON 2 CORE STONE ^^"ISX ."^H^H^^^^^r^j-l? - ° ^â '°°^° °""'"° ^c».,o. LAKE SIDE I HARBOR SIDE [ yr CAP \. AAKE BOTTOM u 2 STONE DETACHED BREAKWATER (BUILT 1958 - 1959) Figure 293. Typical breakwater cross sections, Oswego Harbor, New York 426. Please note that these images are extracted from scanned page images that may
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. REHABILITATION OF 536 FEET WAS COM- PLETED DURING THE PERIOD MAY-NOV. 1962 COVER <T0NE SLOPE I ON 2 CORE STONE ^^"ISX ."^H^H^^^^^r^j-l? - ° ^â '°°^° °""'"° ^c».,o. LAKE SIDE I HARBOR SIDE [ yr CAP \. AAKE BOTTOM u 2 STONE DETACHED BREAKWATER (BUILT 1958 - 1959) Figure 293. Typical breakwater cross sections, Oswego Harbor, New York 426. 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]
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