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 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 ...
Page 415
... coefficient defined as : Cf , mms = 2 Fx , rms / ( pDux , ms ) ( 5 ) In the definition of transverse force coefficient , Cl , mms , the transverse force has been non - dimensionalised with respect to only the in - line water particle ...
... coefficient defined as : Cf , mms = 2 Fx , rms / ( pDux , ms ) ( 5 ) In the definition of transverse force coefficient , Cl , mms , the transverse force has been non - dimensionalised with respect to only the in - line water particle ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table 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 loading wave period wave power wind wire rope