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 18
15 / have been plotted together with the present data on the figure below . Despite some differences in analysis techniques and actual values of testing parameters the three references above form a good basis for comparison . From Fig .
15 / have been plotted together with the present data on the figure below . Despite some differences in analysis techniques and actual values of testing parameters the three references above form a good basis for comparison . From Fig .
Page 46
13 shows the pictures of vorticity field obtained through the present discrete vortex model for profiles IV and V. Here t * is a nondimensional time defined by tu t * . D Although things change considerably with the presence of a bed ...
13 shows the pictures of vorticity field obtained through the present discrete vortex model for profiles IV and V. Here t * is a nondimensional time defined by tu t * . D Although things change considerably with the presence of a bed ...
Page 117
This paper presents overview of the SVS project with its main phases : the theoretical work on which the planning for a ... The codes adopted at present for the design calculation of critical span lengths ar based criteria which could ...
This paper presents overview of the SVS project with its main phases : the theoretical work on which the planning for a ... The codes adopted at present for the design calculation of critical span lengths ar based criteria which could ...
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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