. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. •3EDDING AND CORESTONE-TYPEC TYPICAL HEAD SECTION BOTTOM STA. 0 + 00 TO 1 + 00 ARMOR LAYER 9 8FT THICK (NORTH AND SOUTH BKW) STA. 1+00 TO 2+00 ARMOR LAYER THICK (SOUTH ONLY) PRIMARY ARMOR-TYPE A UNDERLAYER-TYPE B HANDRAIL CONCRETE WALK m/Mj^// I 5' I Y~rmmmrr BEDDING AND CORESTONE-TYPEC ' ^—APPROX. LAKE BOTTOM TYPICAL OUTER TRUNK SECTION STA 3 + 20 TO 5 + 00 TYPICAL BREAKWATER SECTIONS Figure 207. Typical breakwater cross sections, West Harbor, Ohio 313.
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. •3EDDING AND CORESTONE-TYPEC TYPICAL HEAD SECTION BOTTOM STA. 0 + 00 TO 1 + 00 ARMOR LAYER 9 8FT THICK (NORTH AND SOUTH BKW) STA. 1+00 TO 2+00 ARMOR LAYER THICK (SOUTH ONLY) PRIMARY ARMOR-TYPE A UNDERLAYER-TYPE B HANDRAIL CONCRETE WALK m/Mj^// I 5' I Y~rmmmrr BEDDING AND CORESTONE-TYPEC ' ^—APPROX. LAKE BOTTOM TYPICAL OUTER TRUNK SECTION STA 3 + 20 TO 5 + 00 TYPICAL BREAKWATER SECTIONS Figure 207. Typical breakwater cross sections, West Harbor, Ohio 313. 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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