. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. 6"X6"X6/6 Welded Wire Mes LAKE SIDE L. W. D. HARBOR SIDE. HARBOR SIDE D TYPICAL SECTION OUTER BREAKWATER (BUILT 1964-1965) CONCRETE - 4' to 6' (Horizontal) ^-^ +10 3'to 5'(Vertical) -iJ , l-,'-l i-Q—. LAKE SIDE 2' Concrete Cop- ^7m^ TYPICAL SECTION OF RUBBLE MOUND SHORE CONNECTION EAST BREAKWATER SHORE ARM (BUILT 1963) -6"X6"X6/6 Welded Wire Mesh EL. rSleel Stieet Piling y^ LaKe / Bottom TYPICAL SECTION OF CELL EAST BREAKWATER SHORE ARM (BUILT 1
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. 6"X6"X6/6 Welded Wire Mes LAKE SIDE L. W. D. HARBOR SIDE. HARBOR SIDE D TYPICAL SECTION OUTER BREAKWATER (BUILT 1964-1965) CONCRETE - 4' to 6' (Horizontal) ^-^ +10 3'to 5'(Vertical) -iJ , l-,'-l i-Q—. LAKE SIDE 2' Concrete Cop- ^7m^ TYPICAL SECTION OF RUBBLE MOUND SHORE CONNECTION EAST BREAKWATER SHORE ARM (BUILT 1963) -6"X6"X6/6 Welded Wire Mesh EL. rSleel Stieet Piling y^ LaKe / Bottom TYPICAL SECTION OF CELL EAST BREAKWATER SHORE ARM (BUILT 1963) Figure 221. Typical breakwater cross sections, Lorain Harbor, Ohio 331. 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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