Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 255
... interaction between solitary waves and several submerged obstacles in two dimensions . The problems that we solve numerically include the diffraction of solitary waves passing over a submerged pipe and a semi - buried pipe on the sea ...
... interaction between solitary waves and several submerged obstacles in two dimensions . The problems that we solve numerically include the diffraction of solitary waves passing over a submerged pipe and a semi - buried pipe on the sea ...
Page 386
... interaction factor to correct for the hydrodynamic interaction between buoyancy ele- ments . The final drag coefficient can thus be obtained as : CdN ยท Cd1 N I ( 1 ) where N is the number of buoyancy elements and I the interaction ...
... interaction factor to correct for the hydrodynamic interaction between buoyancy ele- ments . The final drag coefficient can thus be obtained as : CdN ยท Cd1 N I ( 1 ) where N is the number of buoyancy elements and I the interaction ...
Page 588
... interaction curve that was estimated from figure 1 , would be almost circular , since this would be a conservative , but not too conservative estimate . A more detailed investi- gation of the experiments indicates that the interaction ...
... interaction curve that was estimated from figure 1 , would be almost circular , since this would be a conservative , but not too conservative estimate . A more detailed investi- gation of the experiments indicates that the interaction ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power