. Coastal engineering studies in support of Virginia Beach, Virginia, Beach Erosion Control and Hurricane Protection Project : report 1, physical model tests of irregular wave overtopping and pressure measurements. Sea-walls; Sea-walls. 16 PT45 MAX CH5 1 ' 1 ' 1 ' I 1 15 - - 14 - / - 13 / - 12 - t 11 - - z O 10 1- -1 o LU O i k - 7 - ^ - 6 _•< - 5 - - 4 - 1 1 < 1 ' PT45 MAX CH6 T. 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION NORTHEASTER PT45 SWL = + FT MAXIMUM PRESSURES ON CHANNELS 5 AND 6 PLATE 3. Please note that these images are extracted from scanned page images that
. Coastal engineering studies in support of Virginia Beach, Virginia, Beach Erosion Control and Hurricane Protection Project : report 1, physical model tests of irregular wave overtopping and pressure measurements. Sea-walls; Sea-walls. 16 PT45 MAX CH5 1 ' 1 ' 1 ' I 1 15 - - 14 - / - 13 / - 12 - t 11 - - z O 10 1- -1 o LU O i k - 7 - ^ - 6 _•< - 5 - - 4 - 1 1 < 1 ' PT45 MAX CH6 T. 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION NORTHEASTER PT45 SWL = + FT MAXIMUM PRESSURES ON CHANNELS 5 AND 6 PLATE 3. 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 Heimbaugh, Martha S; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers. Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service
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