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 67
SPILLAGE MINIMIZATION THROUGH REAL - TIME LEAK DETECTION M. S. Yoon , Technical Applications Specialist and M. Mensik , Engineer Novacorp International Consulting Ltd. Calgary , Alberta , Canada W. Y. Luk , Senior Engineer Novacorp ...
SPILLAGE MINIMIZATION THROUGH REAL - TIME LEAK DETECTION M. S. Yoon , Technical Applications Specialist and M. Mensik , Engineer Novacorp International Consulting Ltd. Calgary , Alberta , Canada W. Y. Luk , Senior Engineer Novacorp ...
Page 68
The prime objectives for the leak detection system are to enhance public safety and limit environmental damage . These objectives are achieved through minimization of spill in the event of a line break . The selected leak detection ...
The prime objectives for the leak detection system are to enhance public safety and limit environmental damage . These objectives are achieved through minimization of spill in the event of a line break . The selected leak detection ...
Page 71
SPILLAGE CONTAINMENT The first step toward minimizing spillage is expedient detection , location and repair of the leak . An important function of the leak detection system is its ability to identify leak locations .
SPILLAGE CONTAINMENT The first step toward minimizing spillage is expedient detection , location and repair of the leak . An important function of the leak detection system is its ability to identify leak locations .
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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 | |
26 other sections not shown
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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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