. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. itHlVWiWIMI!!|ffl! SECTION-B NORTH BREAKWATER. iiilliiil Mini LLLLI iiuluu -19'TO-27' SECTION-D NORTH BREAKWATER BUILT-. r914 STEEL SHEET PILES CLE WALL TYPE L W 0 SECTION-E SECT(ON-C NORTH BREAKWATER BUILT SUBSTRUCTURE It3« SUPERSTRUCTURE i»J4 NORTH SHORE CONNECTION BUILT itS4 Figure 81. Typical breakwater cross sections, Port Washington Harbor, Wisconsin 137. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. itHlVWiWIMI!!|ffl! SECTION-B NORTH BREAKWATER. iiilliiil Mini LLLLI iiuluu -19'TO-27' SECTION-D NORTH BREAKWATER BUILT-. r914 STEEL SHEET PILES CLE WALL TYPE L W 0 SECTION-E SECT(ON-C NORTH BREAKWATER BUILT SUBSTRUCTURE It3« SUPERSTRUCTURE i»J4 NORTH SHORE CONNECTION BUILT itS4 Figure 81. Typical breakwater cross sections, Port Washington Harbor, Wisconsin 137. 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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