. Coastal hydraulic models. Hydraulic models. A > T = 2. 0 SEC ( y y i j^^y I 1 ° .-^'^ 1 y > T = 3. 0 SEC. INCIDENT WAVE HEIGHT H;, FT LEGEND INCIDENT WAVE HEIGHT Hj, FT TYPE FORCE -a PEAK O —O AVERAGE ONE-THIRD HIGHEST Figure 6-60. Forces on seaside o£ pile (d = 10 feet). Oak Harbor breakwater model (Davidson, 1971a). 432. 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 Hudson, Robert Y. Fort Belvoir, Va. : U. S. Co
. Coastal hydraulic models. Hydraulic models. A > T = 2. 0 SEC ( y y i j^^y I 1 ° .-^'^ 1 y > T = 3. 0 SEC. INCIDENT WAVE HEIGHT H;, FT LEGEND INCIDENT WAVE HEIGHT Hj, FT TYPE FORCE -a PEAK O —O AVERAGE ONE-THIRD HIGHEST Figure 6-60. Forces on seaside o£ pile (d = 10 feet). Oak Harbor breakwater model (Davidson, 1971a). 432. 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 Hudson, Robert Y. Fort Belvoir, Va. : U. S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service
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Keywords: ., bookcentury1900, bookcollectionameri, bookcollectionbiodiversity
