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 511
... dominated subregion extends only to 4-5 m depths . ( Niedoroda and Colonell , 1989 ) . Here effects of friction become dominant over the Coriolis accelera- tion ( i.e. , earth - turning ) effects . An important result is that surface ...
... dominated subregion extends only to 4-5 m depths . ( Niedoroda and Colonell , 1989 ) . Here effects of friction become dominant over the Coriolis accelera- tion ( i.e. , earth - turning ) effects . An important result is that surface ...
Page 512
... dominate over those associated with earth rotation ( Tennekes and Lumley , 1972 ) . When the Ekman Number is greater than unity , the dynamics are friction- dominated ; when it is less than unity , flows are turned by Coriolis ...
... dominate over those associated with earth rotation ( Tennekes and Lumley , 1972 ) . When the Ekman Number is greater than unity , the dynamics are friction- dominated ; when it is less than unity , flows are turned by Coriolis ...
Page 43
... dominated wave forces , 2.0 for drag dominated forces , > 2.0 for drag dominated conditions involving deck inundation , and 3.0 in the case of some deck leg components . The Ocean Test Structure was use to establish the probabilistic ...
... dominated wave forces , 2.0 for drag dominated forces , > 2.0 for drag dominated conditions involving deck inundation , and 3.0 in the case of some deck leg components . The Ocean Test Structure was use to establish the probabilistic ...
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