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 513
... flow discharge and relatively calm wind conditions , the landward tip of the salt wedge occurs close to the mouths of the distribu- taries . Under low - flow conditions , this colder and saltier water under - rides the river discharge ...
... flow discharge and relatively calm wind conditions , the landward tip of the salt wedge occurs close to the mouths of the distribu- taries . Under low - flow conditions , this colder and saltier water under - rides the river discharge ...
Page 568
... flow round a bilge corner is essentially a high Reynolds number oscillatory flow in which separation is fixed by the ge- ometry of the body . Flows of this nature have a strong vortex structure that is more easily modelled by the ...
... flow round a bilge corner is essentially a high Reynolds number oscillatory flow in which separation is fixed by the ge- ometry of the body . Flows of this nature have a strong vortex structure that is more easily modelled by the ...
Page 569
... flow q2 term in the unsteady Bernoulli equation for the pressure , since it is second order in wave height and motion amplitude . For a barge , rolling with its natural period , the first order contributions to the damping are small ...
... flow q2 term in the unsteady Bernoulli equation for the pressure , since it is second order in wave height and motion amplitude . For a barge , rolling with its natural period , the first order contributions to the damping are small ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period