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 270
The very first step of design is basically to determine the pipeline thickness ( tp ) , riser pipe thickness ( tr ) and pipeline concrete thickness ( tc ) . The pipeline thickness can be calculated from the combined stress formulation ...
The very first step of design is basically to determine the pipeline thickness ( tp ) , riser pipe thickness ( tr ) and pipeline concrete thickness ( tc ) . The pipeline thickness can be calculated from the combined stress formulation ...
Page 272
The minimum wall thickness of the four example risers , as shown in Table 2 , is increased by a certain amount to study the ... there is no significant difference in mumimum bottom clamp elevation for increased riser wall thickness .
The minimum wall thickness of the four example risers , as shown in Table 2 , is increased by a certain amount to study the ... there is no significant difference in mumimum bottom clamp elevation for increased riser wall thickness .
Page 273
Useful wrap thickness ( mm ) 4.75 discussions with Dr. M.Hariharan is gratefully Coat and wrap density ( KN / m3 ) 13.73 acknowledged . Concrete density ( KN / m3 ) 29.85 Pipe grade API - 5L - X52 Specified minimum yield REFERENCES ...
Useful wrap thickness ( mm ) 4.75 discussions with Dr. M.Hariharan is gratefully Coat and wrap density ( KN / m3 ) 13.73 acknowledged . Concrete density ( KN / m3 ) 29.85 Pipe grade API - 5L - X52 Specified minimum yield REFERENCES ...
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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 |