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
This value was measured as 0.4 and 0.5 by ( Lawn , 1971 ) and ( Laufer , 1954 ) respectively . The correlation coefficient is usually approximated to be around 0.45 for a boundary layer ( Schlichting , 1979 ) . the reference profile ...
This value was measured as 0.4 and 0.5 by ( Lawn , 1971 ) and ( Laufer , 1954 ) respectively . The correlation coefficient is usually approximated to be around 0.45 for a boundary layer ( Schlichting , 1979 ) . the reference profile ...
Page 33
The laser dual - focus technique involves the measurement of the time of flight of particles as they cross two focussed laser beams . A probability distribution function ( PDF ) of the measured time of flight is constructed from which ...
The laser dual - focus technique involves the measurement of the time of flight of particles as they cross two focussed laser beams . A probability distribution function ( PDF ) of the measured time of flight is constructed from which ...
Page 170
Correlating the measured data with the finite element model provided insight into the important modeling parameters , which is essential for accurately modeling other pipelines . The most important observations are summarized as follows ...
Correlating the measured data with the finite element model provided insight into the important modeling parameters , which is essential for accurately modeling other pipelines . The most important observations are summarized as follows ...
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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