. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. 1 Figure Vertical velocity time series outside (top) and inside (bottom) armor layer with H,= 12 cm, f = I s,d, = 24 cm, and d^ = cm for the outer measurement and ^^ = 13 cm for the inner measurement 20. 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; Unite
. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. 1 Figure Vertical velocity time series outside (top) and inside (bottom) armor layer with H,= 12 cm, f = I s,d, = 24 cm, and d^ = cm for the outer measurement and ^^ = 13 cm for the inner measurement 20. 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
Size: 1956px × 1278px
Photo credit: © Central Historic Books / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900
