. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. WAVE AMPLIFICATION H/H0 i- - - hi T = 12 SEC H0 = 3 FT I I 0 12 3 4 5 CURRENT, FT/SEC Figure 35. Effect of ebb current magnitude on wave amplification (no jetties) r- WAVE AMPLIFICATION H/H0. 9 10 PERIOD, SEC Figure 36. Dependence of wave amplification on wave period 77. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustr
. Coastal and inlet processes numerical modeling system for Oregon Inlet, North Carolina. Coast changes; Coastal engineering; Hydrodynamics. WAVE AMPLIFICATION H/H0 i- - - hi T = 12 SEC H0 = 3 FT I I 0 12 3 4 5 CURRENT, FT/SEC Figure 35. Effect of ebb current magnitude on wave amplification (no jetties) r- WAVE AMPLIFICATION H/H0. 9 10 PERIOD, SEC Figure 36. Dependence of wave amplification on wave period 77. 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: 1933px × 1293px
Photo credit: © The Book Worm / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookcollectionbiodive, booksubjecthydrodynamics
