Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 511
... pycnocline ) , and various modes of inertial oscillations ( Csanady , 1982 ) . During these periods , coastal flows are unsteady and can even appear erratic . Mixing occurs rapidly in shallow areas as the winds change . Further offshore ...
... pycnocline ) , and various modes of inertial oscillations ( Csanady , 1982 ) . During these periods , coastal flows are unsteady and can even appear erratic . Mixing occurs rapidly in shallow areas as the winds change . Further offshore ...
Page 512
... pycnocline ) between the shelf water layers ( Gill , 1982 ) . When a flow is accelerated suddenly by a wind impulse , inertia dominates initially over bottom friction effects . The duration required for bottom friction to contribute ...
... pycnocline ) between the shelf water layers ( Gill , 1982 ) . When a flow is accelerated suddenly by a wind impulse , inertia dominates initially over bottom friction effects . The duration required for bottom friction to contribute ...
Page 516
... PYCNOCLINE 20- TO SURFACE 10- ( hrs ) 10 ( ms1 ) Nearshore Shelf Bottom Water Outcropping Width Versus Alongshore Wind Speed and Duration ( Top ) . Minimum Time to Surface the Pycnocline Versus Alongshore Wind Speed ( Bottom ) Source ...
... PYCNOCLINE 20- TO SURFACE 10- ( hrs ) 10 ( ms1 ) Nearshore Shelf Bottom Water Outcropping Width Versus Alongshore Wind Speed and Duration ( Top ) . Minimum Time to Surface the Pycnocline Versus Alongshore Wind Speed ( Bottom ) Source ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave