. Calculating a yearly limit depth to the active beach profile. Beaches; Water waves; Sediment transport. T= », H = 48f+ sand â - Initial slope â After 30 hr After 60 hr. 100 150 200 Horizontal Distance (ft) SWL T=375 s, H = sand Initial slope After 30 hr After 60 hr. 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 Hallermeier, Robert J; Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va
. Calculating a yearly limit depth to the active beach profile. Beaches; Water waves; Sediment transport. T= », H = 48f+ sand â - Initial slope â After 30 hr After 60 hr. 100 150 200 Horizontal Distance (ft) SWL T=375 s, H = sand Initial slope After 30 hr After 60 hr. 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 Hallermeier, Robert J; Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va. : Dept. of Defense, Dept. of the Army, Corps of Engineers, Coastal Engineering Research Center ;
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