. Coastal hydraulic models. Hydraulic models. < ) ^^ T = 2 0 SEC ..—" L 0- , / / / / / k 1 / 1 / 1/ 1 / / / / r i/ ( T = 3 0 SEC. INCIDENT WAVE HEIGHT H,, FT LEGEND TYPE FORCE INCIDENT WAVE HEIGHT Hj, FT D——O PEAR O- —O AVERAGE ONE-THIRD HIGHEST Figure 6-61. Forces on harborside of pile (d = 10 feet). Oak Harbor breakwater model (Davidson, 1971a). 433. 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
. Coastal hydraulic models. Hydraulic models. < ) ^^ T = 2 0 SEC ..—" L 0- , / / / / / k 1 / 1 / 1/ 1 / / / / r i/ ( T = 3 0 SEC. INCIDENT WAVE HEIGHT H,, FT LEGEND TYPE FORCE INCIDENT WAVE HEIGHT Hj, FT D——O PEAR O- —O AVERAGE ONE-THIRD HIGHEST Figure 6-61. Forces on harborside of pile (d = 10 feet). Oak Harbor breakwater model (Davidson, 1971a). 433. 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
Size: 879px × 2843px
Photo credit: © The Book Worm / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookcollectionameri, bookcollectionbiodiversity
