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
... breakwater anchored to the sea - bed using a system of cables . Four types of breakwater with various mooring cable configurations are tested . With a combination of two of these one obtains a breakwater of changeable structural mode ...
... breakwater anchored to the sea - bed using a system of cables . Four types of breakwater with various mooring cable configurations are tested . With a combination of two of these one obtains a breakwater of changeable structural mode ...
Page 280
... breakwaters in use at the moment have two limits : the transmission 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 ...
... breakwaters in use at the moment have two limits : the transmission 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 ...
Page 286
... breakwater is that of protecting a marina , since a row of floating landing - stages inside the breakwater would be able to further reduce , if not completely eliminate , the residual wave in the marina . CONCLUSIONS Four types of ...
... breakwater is that of protecting a marina , since a row of floating landing - stages inside the breakwater would be able to further reduce , if not completely eliminate , the residual wave in the marina . CONCLUSIONS Four types of ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
VOLUME IB | 9 |
FLOATING AND MOORED SYSTEMS I | 49 |
Copyright | |
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added mass amplitude analysis boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device direction displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz 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 Ocean offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown in Figure simulation solution spectral spectral density spectrum stability surface elevation 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