Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 573
... pipe axis by 1800. This technique is accurate while the bubbles are attached to the pipe since they are axisymmetric during that phase of growth . When the bubbles become distorted this technique loses accuracy since the symmetry of the ...
... pipe axis by 1800. This technique is accurate while the bubbles are attached to the pipe since they are axisymmetric during that phase of growth . When the bubbles become distorted this technique loses accuracy since the symmetry of the ...
Page 574
... pipe centerline . The strong upward velocities near the pipe exit cause the second bubble to depart prematurely . After it departs it is swept very quickly up into the first bubble . This is very important because it leaves a rather ...
... pipe centerline . The strong upward velocities near the pipe exit cause the second bubble to depart prematurely . After it departs it is swept very quickly up into the first bubble . This is very important because it leaves a rather ...
Page 575
... pipe axis by 180 ° . This technique is accurate while the bubbles are attached to the pipe since they are axisymmetric during that phase of growth . When the bubbles become distorted this technique loses accuracy since the symmetry of ...
... pipe axis by 180 ° . This technique is accurate while the bubbles are attached to the pipe since they are axisymmetric during that phase of growth . When the bubbles become distorted this technique loses accuracy since the symmetry of ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period