. Coastal engineering studies in support of Virginia Beach, Virginia, Beach Erosion Control and Hurricane Protection Project : report 2, seawall overtopping evaluation. Sea-walls; Sea-walls. '(NGVD) HURRICANE. AUG 23 r IMt CGMT) s DOCS NOT JDE WIND FFFEf Figure 9. Virginia Beach overtopping hydrograph and swl associated with this portion of the data is 100 percent gain and + swl, the design condition. The curve appeared to be more controlled by data generated by low wave heights (, gains) produced at the wave paddle. Use of the RFM curve to predict the peak storm overtopping rates wo
. Coastal engineering studies in support of Virginia Beach, Virginia, Beach Erosion Control and Hurricane Protection Project : report 2, seawall overtopping evaluation. Sea-walls; Sea-walls. '(NGVD) HURRICANE. AUG 23 r IMt CGMT) s DOCS NOT JDE WIND FFFEf Figure 9. Virginia Beach overtopping hydrograph and swl associated with this portion of the data is 100 percent gain and + swl, the design condition. The curve appeared to be more controlled by data generated by low wave heights (, gains) produced at the wave paddle. Use of the RFM curve to predict the peak storm overtopping rates would produce a lower value than the actual model study data for a particular condition. This occurrence could be a function of phenomena such as scaling effect, wave/tank 25. 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 Lillycrop, W. Jeff; Pope, Joan; Abel, Charles Eugene; 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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