. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. i- E ?n o 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 DISTANCE, FT Figure 8. Setup and free gravity wave. 4 5 6 TIME, MIN Figure 9. Wave setup (Ebersole and Dalrymple 1980) 34. 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.
. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. i- E ?n o 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 DISTANCE, FT Figure 8. Setup and free gravity wave. 4 5 6 TIME, MIN Figure 9. Wave setup (Ebersole and Dalrymple 1980) 34. 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]
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Keywords: ., bookcentury1900, bookcollectionbiodive, booksubjecthydrodynamics
