Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 96
... indicated that hydrodynamic coefficients in oscillatory flow could be substantially larger than those for steady flow conditions . Furthermore , the work of Bryndum et al . ( 1983 ) , Jacobsen et al . ( 1984 ) , Verley et al . ( 1987 ) ...
... indicated that hydrodynamic coefficients in oscillatory flow could be substantially larger than those for steady flow conditions . Furthermore , the work of Bryndum et al . ( 1983 ) , Jacobsen et al . ( 1984 ) , Verley et al . ( 1987 ) ...
Page 98
... indicate that in most cases traditionally designed pipes are more than adequately weighted to resist pipe movement . Only ... indicated in a ) and b ) above , dynamic simulations indicate that the traditional design method yields a pipe ...
... indicate that in most cases traditionally designed pipes are more than adequately weighted to resist pipe movement . Only ... indicated in a ) and b ) above , dynamic simulations indicate that the traditional design method yields a pipe ...
Page 133
... indicated in Fig . 4 . Both the present CIC results and the flow - visuali- zation tests have indicated that the flow patterns ob- tained for the three scour profiles given in Fig . 2 are quite similar , irrespective of the particular ...
... indicated in Fig . 4 . Both the present CIC results and the flow - visuali- zation tests have indicated that the flow patterns ob- tained for the three scour profiles given in Fig . 2 are quite similar , irrespective of the particular ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
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analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum means measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone