Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 42
The spread of the data points reduced using different nitrogen state equations is therefore not identical in the three figures . The coefficients in the discharge coefficient correlation , equation ( 13 ) , based on the data points ...
The spread of the data points reduced using different nitrogen state equations is therefore not identical in the three figures . The coefficients in the discharge coefficient correlation , equation ( 13 ) , based on the data points ...
Page 43
Data reduced by the Pieperbeck equation have therefore been chosen as the basis for the discharge coefficient correlation which then becomes : 12 / Van der Grinten J. G. M. and van der Kam P. M. A. , 1989 , “ The EEC nozzle transfer ...
Data reduced by the Pieperbeck equation have therefore been chosen as the basis for the discharge coefficient correlation which then becomes : 12 / Van der Grinten J. G. M. and van der Kam P. M. A. , 1989 , “ The EEC nozzle transfer ...
Page 268
Maximum likelihood estimation of the Weibull distribution can be obtained by numerical simulation of Equation ( 8 ) with respect to the shape parameter a . n natex inx , ) - a Ex Einx , - něx , ( 8 ) = 11 11 3.3 Lognormal limit The ...
Maximum likelihood estimation of the Weibull distribution can be obtained by numerical simulation of Equation ( 8 ) with respect to the shape parameter a . n natex inx , ) - a Ex Einx , - něx , ( 8 ) = 11 11 3.3 Lognormal limit The ...
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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 defects defined dependent depth 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Export Citation | BiBTeX EndNote RefMan |