. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. TOP OF UNDERLA YER EL-* II T DOLOSSE UNDER LA YER STONE: ITT04T FOR It TDOLOSSE STA 12+00 TO 15+00 TWO LA YERS OF EVENL Y DISTRIBUTED. RANDOMLY ORIENTED 11-TON DOLOSSE , ONE-LAYER PLACEMENT OF EVENL Y DISTRIBUTED. RANDOML Y ORIENTED 11-TON DOLOSSE. EXST CONCRETE POSTS roe band t i-roN oolosse TRUNKS PERPENDICULAR TO. AND VERTICAL FLUKES AWAY FROM. ~EXSTGROUND TRI-BAR TOE SECTION (VARIES! Figure 17. Typical cross sections for 1977 repair of Nawiliwili breakwater 33. Please n
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. TOP OF UNDERLA YER EL-* II T DOLOSSE UNDER LA YER STONE: ITT04T FOR It TDOLOSSE STA 12+00 TO 15+00 TWO LA YERS OF EVENL Y DISTRIBUTED. RANDOMLY ORIENTED 11-TON DOLOSSE , ONE-LAYER PLACEMENT OF EVENL Y DISTRIBUTED. RANDOML Y ORIENTED 11-TON DOLOSSE. EXST CONCRETE POSTS roe band t i-roN oolosse TRUNKS PERPENDICULAR TO. AND VERTICAL FLUKES AWAY FROM. ~EXSTGROUND TRI-BAR TOE SECTION (VARIES! Figure 17. Typical cross sections for 1977 repair of Nawiliwili breakwater 33. 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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