. Beach fill and sediment trap at Carolina Beach, North Carolina. Shore protection; Sedimentation and deposition. ?6 MAX TIDE * MSL +4- MAX \ f ^"^v SURGE \ /-** _ ^v +2 S !z o yf yy yT sy o © x LEGEND -2 O PREDICTED TIDE WILMINGTON BEACH x PREDICTED TIDE MASONBORO INLET -4 THURSDAY 13 SEPT 84 EASTERN DAYLIGHT TIME Figure 11. Observed versus predicted tides during Hurricane Diana landfall sio OMSL. LEGEND - DESIGN PROFILE - JUNE 1983 - MAY 1984 SEP 1984 155 V50 255 2~30 360 DISTANCE FROM CORPS OF ENGINEERS % IN FEET 350~ Figure 12. Profile comparison, sta 40+00 Carolina Beach. Pleas
. Beach fill and sediment trap at Carolina Beach, North Carolina. Shore protection; Sedimentation and deposition. ?6 MAX TIDE * MSL +4- MAX \ f ^"^v SURGE \ /-** _ ^v +2 S !z o yf yy yT sy o © x LEGEND -2 O PREDICTED TIDE WILMINGTON BEACH x PREDICTED TIDE MASONBORO INLET -4 THURSDAY 13 SEPT 84 EASTERN DAYLIGHT TIME Figure 11. Observed versus predicted tides during Hurricane Diana landfall sio OMSL. LEGEND - DESIGN PROFILE - JUNE 1983 - MAY 1984 SEP 1984 155 V50 255 2~30 360 DISTANCE FROM CORPS OF ENGINEERS % IN FEET 350~ Figure 12. Profile comparison, sta 40+00 Carolina Beach. 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 Jarrett, James Thomas; Hemsley, J. Michael (James Michael), 1944-; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ). Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service
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