. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. TYPICAL SECTION-F N. a S. BREAKWATER COVEB STONE: 8 TO 12 TON. SECTION -F-l S. BREAKWATER su^lRtmucTui Figure 142. Typical breakwater cross sections, Ludington Harbor, Michigan 229. 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 State
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. TYPICAL SECTION-F N. a S. BREAKWATER COVEB STONE: 8 TO 12 TON. SECTION -F-l S. BREAKWATER su^lRtmucTui Figure 142. Typical breakwater cross sections, Ludington Harbor, Michigan 229. 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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