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 55
AN AUTOMATED HYDROCARBON / WATER DEW POINT MONITOR P. Siska and K. K. Vij NOVA / Husky Research Corporation Ltd. Calgary , Alberta , Canada ACKNOWLEDGEMENT The development work was carried out by research funds.
AN AUTOMATED HYDROCARBON / WATER DEW POINT MONITOR P. Siska and K. K. Vij NOVA / Husky Research Corporation Ltd. Calgary , Alberta , Canada ACKNOWLEDGEMENT The development work was carried out by research funds.
Page 297
After an overview of the Subsea Booster System ( SBS ) under development , this work presents the design methodology ... together with the most recent technological acquisition , of original calculation models developed within the frame ...
After an overview of the Subsea Booster System ( SBS ) under development , this work presents the design methodology ... together with the most recent technological acquisition , of original calculation models developed within the frame ...
Page 317
A simple " geometric " model developed by EPR to calculate gross soil movements within a log spiral passive wedge . " PIPLIN III " which developed by SSD Engineering Consultants to estimate the response of a buried pipeline to ...
A simple " geometric " model developed by EPR to calculate gross soil movements within a log spiral passive wedge . " PIPLIN III " which developed by SSD Engineering Consultants to estimate the response of a buried pipeline to ...
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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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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