Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 122
... angle NACA 0021 0.16 0.14 h = 0.62 R = 25 × 105 S = 0.42 0.12 C = 0.075 Ρ 0.1 아 0.08 0.06 0.04 0.02 0 0.1 0.2 0.3 0.4 60 50 Without Le slat With le slat B = 20 ° ( b ) Variation of p * with which the stall occurs on the offset blades ...
... angle NACA 0021 0.16 0.14 h = 0.62 R = 25 × 105 S = 0.42 0.12 C = 0.075 Ρ 0.1 아 0.08 0.06 0.04 0.02 0 0.1 0.2 0.3 0.4 60 50 Without Le slat With le slat B = 20 ° ( b ) Variation of p * with which the stall occurs on the offset blades ...
Page 423
... angle of the main wings and advance speed of the towing vessel when the towing point , dimensions of the vehicle and towing cable are given . The relations between the submerged depth , wing angle and advance speed are obtained from ...
... angle of the main wings and advance speed of the towing vessel when the towing point , dimensions of the vehicle and towing cable are given . The relations between the submerged depth , wing angle and advance speed are obtained from ...
Page 427
... angle as shown in Fig.17- ( g ) . The attack angle & of the main wings is determined by the following equation ; 8 = 8。 + a ̧ ( z * - z ) 1 ( 27 ) 0 in which dis the estimated value by using the statical calculations , a , is the ...
... angle as shown in Fig.17- ( g ) . The attack angle & of the main wings is determined by the following equation ; 8 = 8。 + a ̧ ( z * - z ) 1 ( 27 ) 0 in which dis the estimated value by using the statical calculations , a , is the ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire