Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 170
... coefficients in Fig.11 . The coefficients for the # 2 half model are about two- thirds of those for the # 1 . The drag coefficient used in the data analysis is 1.05 which was determined according to a single cylinder test [ Waters , et ...
... coefficients in Fig.11 . The coefficients for the # 2 half model are about two- thirds of those for the # 1 . The drag coefficient used in the data analysis is 1.05 which was determined according to a single cylinder test [ Waters , et ...
Page 280
... coefficient , defined as the ratio between the wave height which reaches the other side of the breakwater and the incident wave height , normally stated to be around 0.4 ; it does not seem possible to resist a wave with a wave- period ...
... coefficient , defined as the ratio between the wave height which reaches the other side of the breakwater and the incident wave height , normally stated to be around 0.4 ; it does not seem possible to resist a wave with a wave- period ...
Page 286
... coefficients were determined . The main results may be summarised as follows : 1. The Type I breakwater has very high transmission coefficients ( up to 0.8 ) for incident wave periods of less than 3.8 s ( 0.95 s ) whereas this coefficient ...
... coefficients were determined . The main results may be summarised as follows : 1. The Type I breakwater has very high transmission coefficients ( up to 0.8 ) for incident wave periods of less than 3.8 s ( 0.95 s ) whereas this coefficient ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope