. Collected reprints / Atlantic Oceanographic and Meteorological Laboratories [and] Pacific Oceanographic Laboratories. Oceanography B = 2- 5 i »- tr o â T ' 1 1 1 T 1 ! - o - o â⢠° - + - NORTH o \ o 0 + SLOPE" *>«A\ '.» SOUTH \\ â -/ f SLOPE o \"^° '',' ' + - ° \°.Qa/,:' - o TROUGH \*$&?\ ; - + BARRIER 'yv' â RIDGES 1 1 i i *â¢' i i i -2-1 0 12 3 4 MEDIAN DIAMETER (f6). Figure 187. Substrate response and hydraulic process for a wide-angle, shoreface-connected ridge, Bethany Beach, Delaware. (A) bathymetry, from Moody (1964); (B) median diameter versus i
. Collected reprints / Atlantic Oceanographic and Meteorological Laboratories [and] Pacific Oceanographic Laboratories. Oceanography B = 2- 5 i »- tr o â T ' 1 1 1 T 1 ! - o - o â⢠° - + - NORTH o \ o 0 + SLOPE" *>«A\ '.» SOUTH \\ â -/ f SLOPE o \"^° '',' ' + - ° \°.Qa/,:' - o TROUGH \*$&?\ ; - + BARRIER 'yv' â RIDGES 1 1 i i *â¢' i i i -2-1 0 12 3 4 MEDIAN DIAMETER (f6). Figure 187. Substrate response and hydraulic process for a wide-angle, shoreface-connected ridge, Bethany Beach, Delaware. (A) bathymetry, from Moody (1964); (B) median diameter versus inclusive graphic standard deviation for Bethany Beach sediment types [from Moody (1964)]; and (C) schema- tic model for the maintenance and generation of wide-angle ridges by wave refraction. Refracted waves converge toward ridge crests. Wave energy is concentrated at heads of troughs. Modified from Goldsmith and Colonell (1970). 581. 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 Atlantic Oceanographic and Meteorological Laboratories; Pacific Oceanographic Laboratories; United States. Environmental Science Services Administration. Research Laboratories; Environmental Research Laboratories (U. S. ). Washington, D. C. : U. S. Dept. of Commerce, Environmental Science Services Administration, Research Laboratories : For sale by Supt. of Docs. U. S. G. P. O.
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