. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. CALCULATED O— -O MEASURED -1500 Figure 32. Comparison of calculated and measured shore-normal erosion for Bodie Island during 1962 Ash Wednesday storm 6,000 0 8,000 l- -500 — -1000 -1500 •— DISTANCE FROM SOUTH SPIT, FT 10,000 12,000 14,000 16,000 1 1 1 1~ 18,000 CALCULATED O O MEASURED Figure 33. Comparison of calculated and measured shore-normal erosion for Pea Island during 1962 Ash Wednesday storm 69. Please note that these images are extracted
. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. CALCULATED O— -O MEASURED -1500 Figure 32. Comparison of calculated and measured shore-normal erosion for Bodie Island during 1962 Ash Wednesday storm 6,000 0 8,000 l- -500 — -1000 -1500 •— DISTANCE FROM SOUTH SPIT, FT 10,000 12,000 14,000 16,000 1 1 1 1~ 18,000 CALCULATED O O MEASURED Figure 33. Comparison of calculated and measured shore-normal erosion for Pea Island during 1962 Ash Wednesday storm 69. 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
