. Coastal hydraulic models. Hydraulic models. o i4 3 6 9 12 3 6 9 12 03 6 9 12 0 TIME IN HOURS AFTER MOON'S TRANSIT OVER 71° 20' Figure 3-35. Verification of hurricane surge, Narragansett Ba^ model (after Simmons, 1964}. \ 1 1 1 I 1 - - A - 1 1 - / / / \ ~ / / \ - jL / \ ? (/I '\\ ^PROTOTYPE \ V / \ \ t SOMERSET ^ 1 II 1 II 1 1. III I I I I I M I I I I I I I I I I I I I I I I I 24 36 48 60 72 TIME OF SURGE ( hf ) Figure 3-36. Verification of hurricane surge, Galveston Bay- surge model (Brogdon, 1969). 12. Please note that these images are extracted from scanned page images that may have been d
. Coastal hydraulic models. Hydraulic models. o i4 3 6 9 12 3 6 9 12 03 6 9 12 0 TIME IN HOURS AFTER MOON'S TRANSIT OVER 71° 20' Figure 3-35. Verification of hurricane surge, Narragansett Ba^ model (after Simmons, 1964}. \ 1 1 1 I 1 - - A - 1 1 - / / / \ ~ / / \ - jL / \ ? (/I '\\ ^PROTOTYPE \ V / \ \ t SOMERSET ^ 1 II 1 II 1 1. III I I I I I M I I I I I I I I I I I I I I I I I 24 36 48 60 72 TIME OF SURGE ( hf ) Figure 3-36. Verification of hurricane surge, Galveston Bay- surge model (Brogdon, 1969). 12. 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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