. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. ICOWC RIBS DOWELED \lNTO CREST STONE HARBOR SIDE OCEAN SIDE. MLLW EL 1 TO 2 TON UNOERLA YER EST EXIT~BOTTOM^r' *~~ — owe row of a to 12 ton armor / STONES ALONG BREAKWATER TOE' TRIBARS REPAIR SECTION B-B STA 11+00 TO STA 20+00 SCALE 1000 0 '000 2000 FT Figure 3. Hilo Harbor, Hawaii, Hawaii 12. 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 resemb
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. ICOWC RIBS DOWELED \lNTO CREST STONE HARBOR SIDE OCEAN SIDE. MLLW EL 1 TO 2 TON UNOERLA YER EST EXIT~BOTTOM^r' *~~ — owe row of a to 12 ton armor / STONES ALONG BREAKWATER TOE' TRIBARS REPAIR SECTION B-B STA 11+00 TO STA 20+00 SCALE 1000 0 '000 2000 FT Figure 3. Hilo Harbor, Hawaii, Hawaii 12. 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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