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 234
... pressures . Pore pressure ratios of 0.5 and 0.67 represent the conditions when the drainage valve is closed at the completion of consolidation under 100 kPa pressure , and the confining pressure is increased to 200 kPa and 300 kPa ...
... pressures . Pore pressure ratios of 0.5 and 0.67 represent the conditions when the drainage valve is closed at the completion of consolidation under 100 kPa pressure , and the confining pressure is increased to 200 kPa and 300 kPa ...
Page 469
... pressure of the well fluids tends to close the split - ball valve and to maintain the valve sealed . Major Advantages of a Split - Ball Preventer well pressure assists final closure of BOP well pressure keeps the BOP locked closed ...
... pressure of the well fluids tends to close the split - ball valve and to maintain the valve sealed . Major Advantages of a Split - Ball Preventer well pressure assists final closure of BOP well pressure keeps the BOP locked closed ...
Page 470
... pressure drop for flow through large hose lengths as well as the hydrostatic pressure differential common to existing conventional subsea control systems . Major Advantages of a Closed - Loop Subsea Control System with One - Atmosphere ...
... pressure drop for flow through large hose lengths as well as the hydrostatic pressure differential common to existing conventional subsea control systems . Major Advantages of a Closed - Loop Subsea Control System with One - Atmosphere ...
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