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 109
C , Elulu 2 o u Nac UT / D ( 14 ) + P = 00 U C in which , U is the maximum horizontal velocity of water particle + up ) • | u + U. ] ) ; 7 is the average value . Ellu +0 . ) * lu + u . ) ) . According to the above linearization method ...
C , Elulu 2 o u Nac UT / D ( 14 ) + P = 00 U C in which , U is the maximum horizontal velocity of water particle + up ) • | u + U. ] ) ; 7 is the average value . Ellu +0 . ) * lu + u . ) ) . According to the above linearization method ...
Page 227
( a ) Wheeler's Mathod ( b ) Heideman Stretching O all velocity levels . Vertical extrapolation , on the other hand , has a tendency to increasingly over - predict the horizontal velocity up to intermediate velocity levels with a 50 ...
( a ) Wheeler's Mathod ( b ) Heideman Stretching O all velocity levels . Vertical extrapolation , on the other hand , has a tendency to increasingly over - predict the horizontal velocity up to intermediate velocity levels with a 50 ...
Page 233
2.0 Stability of Open Boundary Scheme FREQUENCY DOMAIN : A TIME DOMAIN 은 N 1.51 - o Prediction point of phase velocity . In order to investigate the effect of a prediction point of the phase velocity C on the stability of open boundary ...
2.0 Stability of Open Boundary Scheme FREQUENCY DOMAIN : A TIME DOMAIN 은 N 1.51 - o Prediction point of phase velocity . In order to investigate the effect of a prediction point of the phase velocity C on the stability of open boundary ...
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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