Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 243
... Flow Rate The volume rate of fluid being transported through a given pipe size and operating conditions , determine the fluid flow regime . For natural gas transmission , two flow regimes are generally encountered : partially turbulent ...
... Flow Rate The volume rate of fluid being transported through a given pipe size and operating conditions , determine the fluid flow regime . For natural gas transmission , two flow regimes are generally encountered : partially turbulent ...
Page 244
... flow regime . Thus : for Fully Turbulent Flow , NRec > NRet and for Partially Turbulent Flow , NRec < NRet Impact of ... flows ( and not peak flows 244.
... flow regime . Thus : for Fully Turbulent Flow , NRec > NRet and for Partially Turbulent Flow , NRec < NRet Impact of ... flows ( and not peak flows 244.
Page 492
... flow field at different location across the span are quite important issues . A great impact on pipeline design is from the onset values of cross - flow response . It is related to Reynolds number , as the Strouhal number increases when ...
... flow field at different location across the span are quite important issues . A great impact on pipeline design is from the onset values of cross - flow response . It is related to Reynolds number , as the Strouhal number increases when ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength