. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Wave Gauge 4 "? , , 1 , ^ i»UJLliliJlllil,. |||m|)||||I|| = Time (seconds) Wave Gauge 3 "? tlM|l|ltfiii Mi ill. o , .. ,, -TT Wave Gauge 2. Time (seconds) Figure Wave 2 measured time series from wave gages 156. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - co

---

. Damage prog[r]ession on rubble-mound breakwaters. Rubble mound breakwaters; Breakwaters; Coastal engineering; Flumes; Hydrodynamics. Wave Gauge 4 "? , , 1 , ^ i»UJLliliJlllil,. |||m|)||||I|| = Time (seconds) Wave Gauge 3 "? tlM|l|ltfiii Mi ill. o , .. ,, -TT Wave Gauge 2. Time (seconds) Figure Wave 2 measured time series from wave gages 156. 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: 2252px × 1110px
Photo credit: © Central Historic Books / Alamy / Afripics
License: Licensed
Model Released: No

Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900