Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 183
Once the pipeline touches the seabed , flow mechanism changes and local scour
ceases due to the significant reduction of shear stress underneath the pipeline .
Fig . 6 gives the maximum scour depth relative to sagging 60 40 20 0 - 20 .
Once the pipeline touches the seabed , flow mechanism changes and local scour
ceases due to the significant reduction of shear stress underneath the pipeline .
Fig . 6 gives the maximum scour depth relative to sagging 60 40 20 0 - 20 .
Page 306
( 1997 ) applied the three - phase model to estimate phase hold - ups in three
phase stratified flow . They estimate the phase hold - ups by comparing the
pressure drops in each phase which are derived from the phasic momentum
balances ...
( 1997 ) applied the three - phase model to estimate phase hold - ups in three
phase stratified flow . They estimate the phase hold - ups by comparing the
pressure drops in each phase which are derived from the phasic momentum
balances ...
Page 311
obtained analytical solution can be used to provide friction factors needed in one
- dimensional modelling of stratified three phase flow , such as that described in
Taitel et al . ( 1995 ) and in Khor et al . ( 1997 ) . The present work is a part of an ...
obtained analytical solution can be used to provide friction factors needed in one
- dimensional modelling of stratified three phase flow , such as that described in
Taitel et al . ( 1995 ) and in Khor et al . ( 1997 ) . The present work is a part of an ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
16 other sections not shown
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Common terms and phrases
analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835375, 9780791835371 |
| Export Citation | BiBTeX EndNote RefMan |