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 12
... increases and decreases with increase in α . The optimum value of sweeping the blade is the f 0.35 from the viewpoint of a mean efficiency , which is an integration value of turbine efficiency with the variation in a . As is also ...
... increases and decreases with increase in α . The optimum value of sweeping the blade is the f 0.35 from the viewpoint of a mean efficiency , which is an integration value of turbine efficiency with the variation in a . As is also ...
Page 13
... Increase in a to 17.6 induces the additional reverse regions with swirl : one for f = 0.25 is located near the mid - span at about 40 % chord length , and the one for f = 0.75 near the leading edge of the tip , leading to the stall . At ...
... Increase in a to 17.6 induces the additional reverse regions with swirl : one for f = 0.25 is located near the mid - span at about 40 % chord length , and the one for f = 0.75 near the leading edge of the tip , leading to the stall . At ...
Page 182
... increases . The hydrodynamic lift could be another source of the discrepancy because it would induce sinkage to increase the draft and the wetted surface area . Runup of the wave at the bow can also increase the wetted area and the drag ...
... increases . The hydrodynamic lift could be another source of the discrepancy because it would induce sinkage to increase the draft and the wetted surface area . Runup of the wave at the bow can also increase the wetted area and the drag ...
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 irregular waves 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 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