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 49
A number of parameters influence the waterpipeline - soil interaction problem . These are briefly discussed herein . However , the present paper focuses on the effect of the gap between the cylinder and plane boundary on the ...
A number of parameters influence the waterpipeline - soil interaction problem . These are briefly discussed herein . However , the present paper focuses on the effect of the gap between the cylinder and plane boundary on the ...
Page 121
These results suggested a test programme , based on a full scale 10 " free span model , with the objective of appraising the phenomenon and calibrating main parameters which allow the determination of realistic value for damping .
These results suggested a test programme , based on a full scale 10 " free span model , with the objective of appraising the phenomenon and calibrating main parameters which allow the determination of realistic value for damping .
Page 122
For the rigid pipe models the following parameters established through direct measurements calculations : Motions : Displacement and acceleration of the pipe segment ; Forces : Hydrodynamic loads in three stations on the pipe segment ...
For the rigid pipe models the following parameters established through direct measurements calculations : Motions : Displacement and acceleration of the pipe segment ; Forces : Hydrodynamic loads in three stations on the pipe segment ...
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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 |
Copyright | |
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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 |
| Export Citation | BiBTeX EndNote RefMan |