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 117
Force time series . KC = 20. e / D = 0.2 . Positive lift is directed away from the wall . Force time series . KC = 20. e / D. For a = 1 , however , the figure shows that the shedding disappears ( which is characterized by the non ...
Force time series . KC = 20. e / D = 0.2 . Positive lift is directed away from the wall . Force time series . KC = 20. e / D. For a = 1 , however , the figure shows that the shedding disappears ( which is characterized by the non ...
Page 118
Force time series . KC = 20. e / D = 0 . Positive lift is directed away from the wall . A SOIL RESISTANCE MODEL FOR PIPELINES PLACED ON SANDY SOILS. داد 2- 1 a = 2 22 wt For the case where KC = 5 , the lift force may become markedly ...
Force time series . KC = 20. e / D = 0 . Positive lift is directed away from the wall . A SOIL RESISTANCE MODEL FOR PIPELINES PLACED ON SANDY SOILS. داد 2- 1 a = 2 22 wt For the case where KC = 5 , the lift force may become markedly ...
Page 120
... lift coefficients decrease with increasing a . Regarding the CLA coefficient , the lift coeffici- ent associated with the lift force away from the wall , this decrease with a is the most pronoun- ced for the wall - mounted cylinder ...
... lift coefficients decrease with increasing a . Regarding the CLA coefficient , the lift coeffici- ent associated with the lift force away from the wall , this decrease with a is the most pronoun- ced for the wall - mounted cylinder ...
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