. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. wave heights measured with the structure in place were used, as they were more accurate than those measured without the structure in place. jE 3 o af f^/f. Wave 2 —-— Wave 3 Figure Wave height variation throughout Waves 1,2, and 3 at cm toe depth. Figure Wave height variation throughout Waves 4,5, and 6 at cm toe depth 71. Please note that these images are extracted from scanned page images that may have been digitally enhanc
. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. wave heights measured with the structure in place were used, as they were more accurate than those measured without the structure in place. jE 3 o af f^/f. Wave 2 —-— Wave 3 Figure Wave height variation throughout Waves 1,2, and 3 at cm toe depth. Figure Wave height variation throughout Waves 4,5, and 6 at cm toe depth 71. 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 Melby, Jeffrey A; United States. Army. Corps of Engineers; U. S. Army Engineer Waterways Experiment Station; Coastal and Hydraulics Laboratory (U. S. Army Engineer Waterways Experiment Station). Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station
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