. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. SETUP LINE b. PLAN Figure 6. Definition sketch for the wave-induced current model t, = pc V by | orb| (30) where c is a drag coefficient (of the order of ) and is the ° I orbl time average, over one wave period, of the absolute value of the wave orbital velocity at the bottom. Equations 29 and 30 are based on the assumption that the velocity components U and V of the current are small compared with the wave orbital velocity. From linear wave theory, 2
. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. SETUP LINE b. PLAN Figure 6. Definition sketch for the wave-induced current model t, = pc V by | orb| (30) where c is a drag coefficient (of the order of ) and is the ° I orbl time average, over one wave period, of the absolute value of the wave orbital velocity at the bottom. Equations 29 and 30 are based on the assumption that the velocity components U and V of the current are small compared with the wave orbital velocity. From linear wave theory, 22. 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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