Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 29
Churn Turbulent ” flow ) occurs at higher air and liquid flow rates . In this regime
the turbulence breaks up the larger bubbles . Smaller bubbles mix with the fluid
and have relatively little relative velocity . As the air flow rate increases the liquid
is ...
Churn Turbulent ” flow ) occurs at higher air and liquid flow rates . In this regime
the turbulence breaks up the larger bubbles . Smaller bubbles mix with the fluid
and have relatively little relative velocity . As the air flow rate increases the liquid
is ...
Page 495
Maximum Power ( MWI Power Constant Power 10 15 20 Relative wind velocity (
m / s ) Figure 2 . Power output as function of relative wind velocity . The estimator
based concept has similarities to dynamic positioning of marine vessels as ...
Maximum Power ( MWI Power Constant Power 10 15 20 Relative wind velocity (
m / s ) Figure 2 . Power output as function of relative wind velocity . The estimator
based concept has similarities to dynamic positioning of marine vessels as ...
Page 593
The angle of attack is determined by resolving the relative velocity while the lift
coefficient can be obtained from numerical or experimental data . Therefore , the
bounded vortex strength depends strongly on the local relative velocity seen by ...
The angle of attack is determined by resolving the relative velocity while the lift
coefficient can be obtained from numerical or experimental data . Therefore , the
bounded vortex strength depends strongly on the local relative velocity seen by ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine