Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 70
Page 26
... flow under a restricted float- ing airport at flood tide is shown in Fig.5 , and the horizontal velocity distribution at the center of the airport in Fig.6 , com- pared with those without an airport . Velocity in the lower level is ...
... flow under a restricted float- ing airport at flood tide is shown in Fig.5 , and the horizontal velocity distribution at the center of the airport in Fig.6 , com- pared with those without an airport . Velocity in the lower level is ...
Page 146
... flow rate G is equal to one - third of the maximum diffracted flow rate due to a regular incident wave of frequency 0.1 Hz and amplitude 1 m , and D = 0.2 , unless otherwise stated . The turbine can be controlled to act not only as a ...
... flow rate G is equal to one - third of the maximum diffracted flow rate due to a regular incident wave of frequency 0.1 Hz and amplitude 1 m , and D = 0.2 , unless otherwise stated . The turbine can be controlled to act not only as a ...
Page 158
... flow is in one direction it is negative when the air flow is in the opposite direction . For a symmetrical aerofoil , the direction of tangential force Fo is the same for both positive and negative values of a . If such blades are ...
... flow is in one direction it is negative when the air flow is in the opposite direction . For a symmetrical aerofoil , the direction of tangential force Fo is the same for both positive and negative values of a . If such blades are ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
11 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope