. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. PLANE BEACH DEEP-WATER WAVE HEIGHT = 10 FT WAVE PERIOD = 12 SEC ANGLE OF INCIDENCE = 20 DEG 2 3 4 5 6 TIME, MIN Figure 12. Wave setup, WES calculations r. 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 Vemulakonda, S. Rao; U. S. Army Engineer Waterways Experiment Station. Vicksbur
. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. PLANE BEACH DEEP-WATER WAVE HEIGHT = 10 FT WAVE PERIOD = 12 SEC ANGLE OF INCIDENCE = 20 DEG 2 3 4 5 6 TIME, MIN Figure 12. Wave setup, WES calculations r. 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 Vemulakonda, S. Rao; U. S. Army Engineer Waterways Experiment Station. Vicksburg, Miss. : Dept. of the Army, Waterways Experiment Station, Corps of Engineers ; [Springfield, Va. : Available from National Technical Information Service]
Size: 1180px × 2118px
Photo credit: © The Book Worm / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookcollectionbiodive, booksubjecthydrodynamics
