Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 15
30 SEPARATION ANGLE How to separation points are at about Os = 40 and 110 degrees . As the ambient flow comes to a full stop , vortex D is gradually annihilated partly due to the countersign vorticity it generates on the cylinder ( also ...
30 SEPARATION ANGLE How to separation points are at about Os = 40 and 110 degrees . As the ambient flow comes to a full stop , vortex D is gradually annihilated partly due to the countersign vorticity it generates on the cylinder ( also ...
Page 16
180 150 120 28 . o ° 260 oogo . fo 90 o 420 60 30 SEPARATION ANGLE 80 0098 -30 -60 880 -90 o - 120 - 150 og оо 888 8.8 oo -180 -0.50 -0.25 0.00 0.25 0.75 1.00 1.25 1.5 0.50 UIT Fig . 10 Separation angle versus time for K = 11.5 , k / D ...
180 150 120 28 . o ° 260 oogo . fo 90 o 420 60 30 SEPARATION ANGLE 80 0098 -30 -60 880 -90 o - 120 - 150 og оо 888 8.8 oo -180 -0.50 -0.25 0.00 0.25 0.75 1.00 1.25 1.5 0.50 UIT Fig . 10 Separation angle versus time for K = 11.5 , k / D ...
Page 16
O oogoo oo 60 ooo 8 30 SEPARATION ANGLE 0 -30 60 -90 880 0 -120 - 150 -180 -0.50 -0.25 0.00 0.25 0.75 1.00 1.25 1.5 0.50 UIT Fig . 10 Separation angle versus time for K = 11.5 , k / D = 0.01 , and ß = 3223 . kinematics of the calculated ...
O oogoo oo 60 ooo 8 30 SEPARATION ANGLE 0 -30 60 -90 880 0 -120 - 150 -180 -0.50 -0.25 0.00 0.25 0.75 1.00 1.25 1.5 0.50 UIT Fig . 10 Separation angle versus time for K = 11.5 , k / D = 0.01 , and ß = 3223 . kinematics of the calculated ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces