Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 1
... flow rate from exceeding the stall - free operating conditions . Continuous and step - wise valve area changes are considered , the second case corresponding to multi - element design . The adequacy of the valve and of its control is ...
... flow rate from exceeding the stall - free operating conditions . Continuous and step - wise valve area changes are considered , the second case corresponding to multi - element design . The adequacy of the valve and of its control is ...
Page 27
... flow co - efficient , but it can be observed that the comparative study of different guide vane angles in 2D CFD analysis gives the same pattern as established experimentally in Japan . Although , theoretically , small inlet angle ( to ...
... flow co - efficient , but it can be observed that the comparative study of different guide vane angles in 2D CFD analysis gives the same pattern as established experimentally in Japan . Although , theoretically , small inlet angle ( to ...
Page 28
... flow coefficient 1.08 and 20 ° guide vane angle 1. Na MS = Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of = 1.08 and 0 20 ° , 25 ° respectively . It can be observed that a flow separation ...
... flow coefficient 1.08 and 20 ° guide vane angle 1. Na MS = Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of = 1.08 and 0 20 ° , 25 ° respectively . It can be observed that a flow separation ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef regular waves rigid Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind