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 14
Figure 5 also shows that part of the apparent symmetry is due to the fact that des / d ( t / T ) is relatively small in the interval 0.35 < t / T < 0.60 and tends to obscure the small differences between the separation angles .
Figure 5 also shows that part of the apparent symmetry is due to the fact that des / d ( t / T ) is relatively small in the interval 0.35 < t / T < 0.60 and tends to obscure the small differences between the separation angles .
Page 52
105 2 105 X ANGLE 0.0 DEG . ANGLE 22.5 DEG . O ANGLE 45.0 DEG . A ANGLE 90.0 DEG . ... 8 : Measured drag and lift coefficient for KT - joint for four different current angles as functions of Reynolds number . ( k / D = 1.10 % ) . Fig .
105 2 105 X ANGLE 0.0 DEG . ANGLE 22.5 DEG . O ANGLE 45.0 DEG . A ANGLE 90.0 DEG . ... 8 : Measured drag and lift coefficient for KT - joint for four different current angles as functions of Reynolds number . ( k / D = 1.10 % ) . Fig .
Page 591
The changes in the level of acceleration occur because the difference between the trajectory of the lifeboat and the water entry angle increase as the CG moves aft . Presented in Figure 9 is the trajectory angle and the water entry ...
The changes in the level of acceleration occur because the difference between the trajectory of the lifeboat and the water entry angle increase as the CG moves aft . Presented in Figure 9 is the trajectory angle and the water entry ...
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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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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