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 195
W where : EJ N bending stiffness ; Y = displacement ; pull ; W weight per meter of pipe . b ) Elastic soil analysis . The seabed is simulated by a number of unilateral flexible supports . The " elas ticity " of each support is a linear ...
W where : EJ N bending stiffness ; Y = displacement ; pull ; W weight per meter of pipe . b ) Elastic soil analysis . The seabed is simulated by a number of unilateral flexible supports . The " elas ticity " of each support is a linear ...
Page 317
A LARGE SCALE MODEL FACILITY TO STUDY ICE GOUGE - SOIL - PIPELINE INTERACTIONS J. S. Weaver Esso Resources Canada Limited Calgary , Canada B. M. Johnson Manatts Inc. J. F. Thibeaux Exxon Production Research Company Houston , Texas ...
A LARGE SCALE MODEL FACILITY TO STUDY ICE GOUGE - SOIL - PIPELINE INTERACTIONS J. S. Weaver Esso Resources Canada Limited Calgary , Canada B. M. Johnson Manatts Inc. J. F. Thibeaux Exxon Production Research Company Houston , Texas ...
Page 320
are as The main characteristics of this cell follows : targets are also installed beneath the soil surface and surveyed as the soil is placed , at approximate depths of 1.25 , 1.0 and 0.75 m ( see Figure 5 ) .
are as The main characteristics of this cell follows : targets are also installed beneath the soil surface and surveyed as the soil is placed , at approximate depths of 1.25 , 1.0 and 0.75 m ( see Figure 5 ) .
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Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
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Common terms and phrases
analysis application approach Arctic areas assumed axial bending bottom boundary buckling calculated carried caused coefficient combined compared compression considered corrosion cost cylinder deformation depth detection determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow force frequency function given ground heat increase installation International leak length lift lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response scour seabed shown shows simulated soil solution span steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
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