Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 119
... phases : Phase 1000 : A desk study ; Phase 2000 : An experimental phase under laboratory conditions ; Phase 3000 : An experimental phase under field conditions ; Phase 4000 : Analysis , interpretation and synthesis of the experimental ...
... phases : Phase 1000 : A desk study ; Phase 2000 : An experimental phase under laboratory conditions ; Phase 3000 : An experimental phase under field conditions ; Phase 4000 : Analysis , interpretation and synthesis of the experimental ...
Page 277
... phase flow design method , consisting of one - dimensional flow models depending both on flow regime and pipe inclination , has been investigated by comparing predicted pressure losses and liquid hold - ups with pipeline data collected ...
... phase flow design method , consisting of one - dimensional flow models depending both on flow regime and pipe inclination , has been investigated by comparing predicted pressure losses and liquid hold - ups with pipeline data collected ...
Page 278
... phase flow models that are functions both of flow regime and pipe inclination . Fig . 3 shows the four flow regimes that may be encountered in a two - phase gas / liquid pipeline , for which models are available in TWOPHASE . The top ...
... phase flow models that are functions both of flow regime and pipe inclination . Fig . 3 shows the four flow regimes that may be encountered in a two - phase gas / liquid pipeline , for which models are available in TWOPHASE . The top ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial bending bottom clamp boundary layer buckling calculated clad pipes clamp elevation compression Conference on Offshore crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect electrode equation experimental Figure finite element finite element analysis flow force coefficients free span frequency friction function hoop stress hydrodynamic hydrodynamic forces in-line installation leak detection leak detection system length lift coefficient lift force line pipes liquid load maximum measured Mechanics and Arctic method monitoring nodal analysis Offshore Mechanics operating parameters phase pipe displacement pipeline pore predicted present pressure procedure ratio regular waves response riser roughness SCADA scour sea bed sea floor seabed shown simulated soil steady current strain strain gauges stress structural submarine pipelines surface technique temperature thickness tion two-phase flow values variation vertical vortex shedding weld metal