. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. VARIES FROM 14 0' TO 6 0'- ISLO EL 600 0' T J 7^A«V ':WW77'~. I 27 PILING FOR TYPE H âVARIES FROM 18 0' TO 9 0' SHEET PILING SECTION OF CANTILEVER WALL NO SCALE -TYPE I CELLS ' OlA TYPE K CELLS ' OlA. â REINFORCED CONCRETE CAP TYPE! CELLS NORTH BREAKWATER 18 (MEAN! TYPE I CELLS NORTH BREAKWATER 20'(MEANI TYPE II CELLS SOUTH BREAKWATER IS'IMEAN). Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - col
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. VARIES FROM 14 0' TO 6 0'- ISLO EL 600 0' T J 7^A«V ':WW77'~. I 27 PILING FOR TYPE H âVARIES FROM 18 0' TO 9 0' SHEET PILING SECTION OF CANTILEVER WALL NO SCALE -TYPE I CELLS ' OlA TYPE K CELLS ' OlA. â REINFORCED CONCRETE CAP TYPE! CELLS NORTH BREAKWATER 18 (MEAN! TYPE I CELLS NORTH BREAKWATER 20'(MEANI TYPE II CELLS SOUTH BREAKWATER IS'IMEAN). 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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