Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 22
The correlation coefficient is usually approximated to be around 0.45 for a boundary layer ( Schlichting , 1979 ) . the reference profile after 6 pipe diameters . However , on examining the core velocity , one may be tempted to conclude ...
The correlation coefficient is usually approximated to be around 0.45 for a boundary layer ( Schlichting , 1979 ) . the reference profile after 6 pipe diameters . However , on examining the core velocity , one may be tempted to conclude ...
Page 75
FOUR YEARS AFTER , UNSOLICITED COMMENTS AND UPDATE TO CANADIAN GOVERNMENT REFERENCE MANUAL " ARCTIC OFFSHORE PIPELINE SYSTEMS " Mario L. Fernández Offshore and Arctic Technology PFL Incorporated Calgary , Alberta , Canada 1.
FOUR YEARS AFTER , UNSOLICITED COMMENTS AND UPDATE TO CANADIAN GOVERNMENT REFERENCE MANUAL " ARCTIC OFFSHORE PIPELINE SYSTEMS " Mario L. Fernández Offshore and Arctic Technology PFL Incorporated Calgary , Alberta , Canada 1.
Page 83
With reference to the identified concerns regarding Arctic environment and a safe installation / operation of an Arctic offshore pipeline , it is important to mention that within the Canadian pipeline community there is a consensus that ...
With reference to the identified concerns regarding Arctic environment and a safe installation / operation of an Arctic offshore pipeline , it is important to mention that within the Canadian pipeline community there is a consensus that ...
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Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield