. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. -40 -60 -80 -100 STONE AND WAVE PROFILE AT MAX. VERTICAL VELOCITY. MAXIMUM VERTICAL VELOCITY 3T/4 T/2 T/4 INCREASING TIME Figure Velocity vector for one wave period for armor lifting measured 1 cm outside the armor layer with H, = cm, f= 2s,d, = 24 cm, and di=\l cm. 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 perfect
. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. -40 -60 -80 -100 STONE AND WAVE PROFILE AT MAX. VERTICAL VELOCITY. MAXIMUM VERTICAL VELOCITY 3T/4 T/2 T/4 INCREASING TIME Figure Velocity vector for one wave period for armor lifting measured 1 cm outside the armor layer with H, = cm, f= 2s,d, = 24 cm, and di=\l cm. 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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Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900
