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 57
... Fig.3 CCD OUTPUT VS TEMPERATURE Fig.2 CCD OUTPUT near pixel output responding to the rough surface stays relatively constant throughout the entire temperature range but the pixels corresponding to the shiny surface show a sharp jump ...
... Fig.3 CCD OUTPUT VS TEMPERATURE Fig.2 CCD OUTPUT near pixel output responding to the rough surface stays relatively constant throughout the entire temperature range but the pixels corresponding to the shiny surface show a sharp jump ...
Page 80
Therefore , the cumulative pipe movement due to a number of storms over a number of years can be determined by linear superposition of displacements caused by each individual storm as long as the total displacement is relatively small ...
Therefore , the cumulative pipe movement due to a number of storms over a number of years can be determined by linear superposition of displacements caused by each individual storm as long as the total displacement is relatively small ...
Page 366
Detailed analysis of relative repair times and costs , as given in Table II and its appendices ( 2 ) , verify the ... Work barges of 250 foot length or less can handle the relatively light lifting tasks involved in the installation of ...
Detailed analysis of relative repair times and costs , as given in Table II and its appendices ( 2 ) , verify the ... Work barges of 250 foot length or less can handle the relatively light lifting tasks involved in the installation of ...
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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