Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 388
Some ad hoc experiments were conducted to inves- tigate how Vrc varies with 8 and m , at two specific values of p . In experiments at 196 ° , was var- ied from 0.016 to 0.068 , and Vrc was found to vary as 80.4 to 80.5 Similarly , m was ...
Some ad hoc experiments were conducted to inves- tigate how Vrc varies with 8 and m , at two specific values of p . In experiments at 196 ° , was var- ied from 0.016 to 0.068 , and Vrc was found to vary as 80.4 to 80.5 Similarly , m was ...
Page 426
... EXPERIMENT Model experiments on a 1/4 scale model of the towed vehicle were carried out to obtain the hydrodynamic coefficients of the vehicle . The experiments were carried out in a circulating water tank . The experimental set up is ...
... EXPERIMENT Model experiments on a 1/4 scale model of the towed vehicle were carried out to obtain the hydrodynamic coefficients of the vehicle . The experiments were carried out in a circulating water tank . The experimental set up is ...
Page 427
... experiments show that the effects of the flow velocity on the values of the added mass coefficient of sway are very great . We must be careful for these facts when we calculate the lateral motion of the towed vehicle . In Fig . 15 , the ...
... experiments show that the effects of the flow velocity on the values of the added mass coefficient of sway are very great . We must be careful for these facts when we calculate the lateral motion of the towed vehicle . In Fig . 15 , the ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire