. Design of riprap revetments for protection against wave attack. Shore protection; Water waves. Eq.(7), 5-pct Domoge Eq.(6). Eq. (5), Zero Domoge Cotongent of Embonkment Slope, Cot O Figure 2. Comparison of stability 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 Ahrens, John; Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va. : U. S. Army, Corps
. Design of riprap revetments for protection against wave attack. Shore protection; Water waves. Eq.(7), 5-pct Domoge Eq.(6). Eq. (5), Zero Domoge Cotongent of Embonkment Slope, Cot O Figure 2. Comparison of stability 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 Ahrens, John; Coastal Engineering Research Center (U. S. ). Fort Belvoir, Va. : U. S. Army, Corps of Engineers, Coastal Engineering Research Center ; Springfield, Va. : National Technical Information Service, distributor
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Keywords: ., bo, bookcentury1900, bookcollectionbiodiversity, bookleafnumber17
