. Coastal processes at Sea Bright to Ocean Township, New Jersey. Coast changes; Beach erosion. MAIN MODEL GRID WAVE HEIGHT COMPARISON INCIDENT WAVE ANGLE: deg INCIDENT WAVE PERIOD: sec ORIGINAL BATHYMETRY UPDATED BATHYMETRY CELL NUMBER. MAIN MODEL GRID WAVE ANGLE COMPARISON INCIDENT WAVE ANGLE: dog ^ INCIDENT WAVE PERIOD: l\hs iaaam AifA/H i ORIGINAL BATHYMETRY: UPDATED BATHYMETRY: ijvyy ^ v'v^^ 3 UJ -J o z ,v-^ ot^ ^/VA/,-vwvy Ny^ UJ > < b_ CELL NUMBER Figure 11. Comparison of calculated (a) wave height and (b) wave dir
. Coastal processes at Sea Bright to Ocean Township, New Jersey. Coast changes; Beach erosion. MAIN MODEL GRID WAVE HEIGHT COMPARISON INCIDENT WAVE ANGLE: deg INCIDENT WAVE PERIOD: sec ORIGINAL BATHYMETRY UPDATED BATHYMETRY CELL NUMBER. MAIN MODEL GRID WAVE ANGLE COMPARISON INCIDENT WAVE ANGLE: dog ^ INCIDENT WAVE PERIOD: l\hs iaaam AifA/H i ORIGINAL BATHYMETRY: UPDATED BATHYMETRY: ijvyy ^ v'v^^ 3 UJ -J o z ,v-^ ot^ ^/VA/,-vwvy Ny^ UJ > < b_ CELL NUMBER Figure 11. Comparison of calculated (a) wave height and (b) wave direction at the nominal 3-m depth alongshore for original bathymetry and bathymetry updated with 1985 profile surveys 38. 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 Kraus, Nicholas C; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers. New York District. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service]
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