. Case histories of Corps breakwater and jetty structures :. Breakwaters; Jetties; Breakwaters; Jetties. BA V WOOD END ifN. O. —'-Lr^- i 0 TO 50< 6"SETTLEMENT3 ALLOWANCE SEDDlNg STONE EXISTING GROUND r ELEV. VARIES-II TO-20 BREAKWATER TYPICAL SECTION SCALE IN FEET 10 5 O 10 20 30 40 Figure 28. Breakwater at Provincetown Harbor, Mass. 59. 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 Sargent, Francis E; Bottin, Rob
. Case histories of Corps breakwater and jetty structures :. Breakwaters; Jetties; Breakwaters; Jetties. BA V WOOD END ifN. O. —'-Lr^- i 0 TO 50< 6"SETTLEMENT3 ALLOWANCE SEDDlNg STONE EXISTING GROUND r ELEV. VARIES-II TO-20 BREAKWATER TYPICAL SECTION SCALE IN FEET 10 5 O 10 20 30 40 Figure 28. Breakwater at Provincetown Harbor, Mass. 59. 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 Sargent, Francis E; Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); 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 Service]
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