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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Results 1-3 of 74
Page 50
Furthermore , the value of the Co coefficients in the sub - critical and in the super
- critical flow regime are close to each other especially for the KT - joint . One
reason for this is that the wake behind the joints is highly turbulent even for low ...
Furthermore , the value of the Co coefficients in the sub - critical and in the super
- critical flow regime are close to each other especially for the KT - joint . One
reason for this is that the wake behind the joints is highly turbulent even for low ...
Page 53
CONCLUSIONS For the T - joint the variation of the drag coefficient with the
Reynolds number for current angles Oo and 22.5 ° is more pronounced than for
the KT- and the Kjoint with a larger drop in the critical flow regime . The values of
the ...
CONCLUSIONS For the T - joint the variation of the drag coefficient with the
Reynolds number for current angles Oo and 22.5 ° is more pronounced than for
the KT- and the Kjoint with a larger drop in the critical flow regime . The values of
the ...
Page 429
VARIATION OF IMPACT POINT ON PLATFORM 500 CRITICAL VELOCITY
TABLES In order to determine critical velocities for ship impact risk analysis , a
number of different cases have been simulated . The cases were the following :
400 300 ...
VARIATION OF IMPACT POINT ON PLATFORM 500 CRITICAL VELOCITY
TABLES In order to determine critical velocities for ship impact risk analysis , a
number of different cases have been simulated . The cases were the following :
400 300 ...
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Contents
CONTENTS | 131 |
High Frequency Hydrodynamic Damping of a TLP | 147 |
A Comparison of Results | 153 |
Copyright | |
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Common terms and phrases
acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave