. 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. PT80 MAX CH3 T. 16 15 PT80 MAX CH4 ' 1 ' 1 ' 1 - 14 HI - 13 - 12 - t 11 - - Z O 10 (- ^^^--^^ - ^ 9 ^â,^^ - HI 8 z.^-^ - 7 â - - 6 1! - 5 - - 4 - 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION HURRICANE PT80 SWL = + FT MAXIMUM PRESSURES ON CHANNELS 3 AND 4 PLATE 17. Please note that these images are extracted from scanned page images that ma
. 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. PT80 MAX CH3 T. 16 15 PT80 MAX CH4 ' 1 ' 1 ' 1 - 14 HI - 13 - 12 - t 11 - - Z O 10 (- ^^^--^^ - ^ 9 ^â,^^ - HI 8 z.^-^ - 7 â - - 6 1! - 5 - - 4 - 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION HURRICANE PT80 SWL = + FT MAXIMUM PRESSURES ON CHANNELS 3 AND 4 PLATE 17. 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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