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 21
... Developed Flow 0.5 0.4 corr coeff ( v ) 0.3 O corr.coeff . ( h ) shear stress ( v ) 0.2 shear stress ( h ) 0.1 0.0 -0.1 -0.2 -0.3 -0.4 Reference profiles were obtained , following a development length of approximately 68D , with the use ...
... Developed Flow 0.5 0.4 corr coeff ( v ) 0.3 O corr.coeff . ( h ) shear stress ( v ) 0.2 shear stress ( h ) 0.1 0.0 -0.1 -0.2 -0.3 -0.4 Reference profiles were obtained , following a development length of approximately 68D , with the use ...
Page 22
fully developed flow by Laufer ( 1954 ) and Lawn ( 1971 ) . The correlation coefficient reaches an asymptotic value of approximately 0.43 near the wall . This value was measured as 0.4 and 0.5 by ( Lawn , 1971 ) and ( Laufer , 1954 ) ...
fully developed flow by Laufer ( 1954 ) and Lawn ( 1971 ) . The correlation coefficient reaches an asymptotic value of approximately 0.43 near the wall . This value was measured as 0.4 and 0.5 by ( Lawn , 1971 ) and ( Laufer , 1954 ) ...
Page 28
... developed , then the cross over can be expected at a location where the magnitude of the turbulent intensity upstream of the orifice plate is nearly fully developed . Higher intensities would result in higher pressures and vice versa ...
... developed , then the cross over can be expected at a location where the magnitude of the turbulent intensity upstream of the orifice plate is nearly fully developed . Higher intensities would result in higher pressures and vice versa ...
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
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Alberta analysis applied Arctic assessment axial bending buckling calculated calibration construction corrosion crack criteria cylinder damage defects depth developed discharge coefficient displacement distribution downstream effect Engineering environmental equation equipment estimated evaluation experimental failure probability fatigue finite element flow function fluid force fractile fracture fracture mechanics frequency frost heave function gas pipeline hoop stress installation leak detection lift force limit Limit States Design load lognormal longitudinal maximum measured Mechanics meter tube methods nozzle offshore pipelines OMAE operating orifice plate parameters pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability Reynolds number S-N curve sample scour shear stress simulation soil specific standards steel strain structural Table Technology ASME 1992 temperature differential tube bundle turbulent upstream usage factor velocity profile vibration volumetric flow rate vortex shedding wall thickness weld yield strength