. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. HARBOR SIDE STONE & GROUT 33 TON TETRA TODS OCEAN SIDE 2 FT CONCRETE CAP 33 TON TETRAPODS MLLW. 1 LAYER STONE 8 TON MINIMUM Figure 7. Kahului breakwater repairs of 1956 (typical cross section) 18. 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 Engine
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. HARBOR SIDE STONE & GROUT 33 TON TETRA TODS OCEAN SIDE 2 FT CONCRETE CAP 33 TON TETRAPODS MLLW. 1 LAYER STONE 8 TON MINIMUM Figure 7. Kahului breakwater repairs of 1956 (typical cross section) 18. 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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