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 279
... transmitted wave of around 20 % of the incident wave for a period up to 5 s . NOMENCLATURE b breakwater width Cc energy conservation coefficient Ca energy dissipation coefficient C1 C1 transmission coefficient d water depth reflection ...
... transmitted wave of around 20 % of the incident wave for a period up to 5 s . NOMENCLATURE b breakwater width Cc energy conservation coefficient Ca energy dissipation coefficient C1 C1 transmission coefficient d water depth reflection ...
Page 280
... transmission coefficient , defined as the ratio between the wave height which reaches the other side of the ... transmission coefficients to values of less than 0.35 when parameter values b / L≤0,3 , d / L = 0,2 and h / d = 0,5 when b ...
... transmission coefficient , defined as the ratio between the wave height which reaches the other side of the ... transmission coefficients to values of less than 0.35 when parameter values b / L≤0,3 , d / L = 0,2 and h / d = 0,5 when b ...
Page 286
... transmission , reflection and dissipation coefficients were determined . The main results may be summarised as ... coefficient was found to be around 0.3 for larger periods . The same motion of the breakwater contributes to the downstream ...
... transmission , reflection and dissipation coefficients were determined . The main results may be summarised as ... coefficient was found to be around 0.3 for larger periods . The same motion of the breakwater contributes to the downstream ...
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