. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. EXISTING BOTTOM VARIES EXCA VA TE SAND AND SIL T TO HARD SURFACE ft HARD CORAL LEDGE â BREAKWATER SECTION STA 0+05 TO STA 0+80. 110' BREAKWATER SECTION STA 12*00TOSTA13+H> Figure 2. Typical breakwater cross sections, Haleiwa Harbor, Oahu, Hawaii. 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; M
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. EXISTING BOTTOM VARIES EXCA VA TE SAND AND SIL T TO HARD SURFACE ft HARD CORAL LEDGE â BREAKWATER SECTION STA 0+05 TO STA 0+80. 110' BREAKWATER SECTION STA 12*00TOSTA13+H> Figure 2. Typical breakwater cross sections, Haleiwa Harbor, Oahu, Hawaii. 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; Markle, Dennis G; Grace, Peter J; 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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