Design for Optimum Wave Conditions, Crescent City Harbor, Crescent City, California: Hydraulic Model Investigation |
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Page 2
... deep and 500 ft wide between Fauntleroy Rock and Flat Rock . Existing protective structures ( see fig . 1 and plate 1 ) ... waves ( sea and swell ) from all deepwater directions clockwise between south and west - southwest . 2 harbor basin ...
... deep and 500 ft wide between Fauntleroy Rock and Flat Rock . Existing protective structures ( see fig . 1 and plate 1 ) ... waves ( sea and swell ) from all deepwater directions clockwise between south and west - southwest . 2 harbor basin ...
Page 3
Hydraulic Model Investigation Paul K. Senter, Charles W. Brasfeild. deepwater ... wave action and surge . Also , the present harbor depths preclude usage by ... wave action in the model harbor with existing con- ditions and with test plans 1 ...
Hydraulic Model Investigation Paul K. Senter, Charles W. Brasfeild. deepwater ... wave action and surge . Also , the present harbor depths preclude usage by ... wave action in the model harbor with existing con- ditions and with test plans 1 ...
Page 8
... sea and swell were combined , and the annual durations were converted from percentage of time to hours per year . Results of the deepwater wave analysis are presented in table 1 . 14. Wave refraction . When wind waves move into water of ...
... sea and swell were combined , and the annual durations were converted from percentage of time to hours per year . Results of the deepwater wave analysis are presented in table 1 . 14. Wave refraction . When wind waves move into water of ...
Page 9
... water depth , 5 and was obtained from tables compiled by Wiegel . Thus , the refraction coefficient multiplied by the shoaling coefficient provides a conversion factor for the transfer of deepwater wave heights to corresponding shallow- ...
... water depth , 5 and was obtained from tables compiled by Wiegel . Thus , the refraction coefficient multiplied by the shoaling coefficient provides a conversion factor for the transfer of deepwater wave heights to corresponding shallow- ...
Page 10
Hydraulic Model Investigation Paul K. Senter, Charles W. Brasfeild. Wave Period , sec Deepwater Waves Test Waves Direction Height , ft Direction Height , ft 12.0 West - southwest 8 , 14 $ 63 ° 25'W 8 , 14 14.0 16.0 10 , 18 , 24 S63 ° 25 ...
Hydraulic Model Investigation Paul K. Senter, Charles W. Brasfeild. Wave Period , sec Deepwater Waves Test Waves Direction Height , ft Direction Height , ft 12.0 West - southwest 8 , 14 $ 63 ° 25'W 8 , 14 14.0 16.0 10 , 18 , 24 S63 ° 25 ...
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Common terms and phrases
22-ft shallow-water waves base test Based on model bathymetry Breakwater Installed Calif California Crescent City Harbor Division 1 ATTN Duration of Wave Engineering Division Estimated Duration existing outer breakwater Flat Rock Fort Belvoir Gage 4 Gage Gage Gage ft Gage Gage Gage Gage Locations height groupings include Heights at Gage hindcast hr/yr Wave Height Hydraulic Model include the lower inner breakwater inner harbor basin maximum wave heights MLLW model wave reduction mooring conditions navigation and mooring OUTER HARBOR BASIN overtopping Photograph plan 6A plan 9 presented in table protection prototype wave data reduction coefficients applied Round Rock SAND BARRIER sec sec sec shown in plate south and west-southwest Steamboat Rock Test Directions Combined test waves tests of plan U. S. Army Engineer Univ upper values Waterways Experiment Station wave approach wave data presented Wave height groupings wave height tests Wave patterns wave periods wave reduction coefficients Whaler Island