. 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. 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION HURRICANE PT95 SWL = + MAXIMUM PRESSURES ON CHANNELS 5 AND 6 PLATE 27. 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,
. 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. 40 PRESSURE, PSI INSTANTANEOUS WAVE PRESSURE DISTRIBUTION HURRICANE PT95 SWL = + MAXIMUM PRESSURES ON CHANNELS 5 AND 6 PLATE 27. 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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Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900
