Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 214
(1981), showed a high jump of the lift coefficient, from 0.3 to 0.63, in a relatively
small Reynolds number range, 4x10°-1.1x10". Their data represent mean
amplitude values obtained from stationary cylinders in flowing water in a water
flume, ...
(1981), showed a high jump of the lift coefficient, from 0.3 to 0.63, in a relatively
small Reynolds number range, 4x10°-1.1x10". Their data represent mean
amplitude values obtained from stationary cylinders in flowing water in a water
flume, ...
Page 238
At frequencies below the lock-in boundary, the added mass coefficient becomes
negative. This is rather due to body motion than excitation force. • The increase in
added mass above lock-in, and the negative added mass below lock-in, tend to ...
At frequencies below the lock-in boundary, the added mass coefficient becomes
negative. This is rather due to body motion than excitation force. • The increase in
added mass above lock-in, and the negative added mass below lock-in, tend to ...
Page 240
5.5.1 Drag Coefficient Versus Reynolds Number Drag force varies with Reynolds
number, response amplitude, surface roughness, and turbulence intensity. A few
experimental studies were found in the literature which have studied these ...
5.5.1 Drag Coefficient Versus Reynolds Number Drag force varies with Reynolds
number, response amplitude, surface roughness, and turbulence intensity. A few
experimental studies were found in the literature which have studied these ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind