. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Wave Gauge 6 (most seaward). Wave Gauge 4 "? , , 1 , ^ i»UJLliliJlllil,. |||m|)||||I|| = Time (seconds) Wave Gauge 3 "? tlM|l|ltfiii Mi ill. o , .. ,, -TT Wave Gauge 2. 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


. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Wave Gauge 6 (most seaward). Wave Gauge 4 "? , , 1 , ^ i»UJLliliJlllil,. |||m|)||||I|| = Time (seconds) Wave Gauge 3 "? tlM|l|ltfiii Mi ill. o , .. ,, -TT Wave Gauge 2. 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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