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 84
Holthe , K. , Sotberg , T. , and Chao , J.C. , " An Efficient Computer Model for Predicting Submarine Pipeline Response to Waves and Current , " OTC 5502 , Offshore Technology Conference , 1987 . TABLE 1 Joint Probability of Storm and ...
Holthe , K. , Sotberg , T. , and Chao , J.C. , " An Efficient Computer Model for Predicting Submarine Pipeline Response to Waves and Current , " OTC 5502 , Offshore Technology Conference , 1987 . TABLE 1 Joint Probability of Storm and ...
Page 124
Upon conclusion , a brief mention of a field test campaign in offshore Ravenna is given . Presentely , data processing is at a preliminary stage , and it is possible only to anticipate that than 500 events ( Fig .
Upon conclusion , a brief mention of a field test campaign in offshore Ravenna is given . Presentely , data processing is at a preliminary stage , and it is possible only to anticipate that than 500 events ( Fig .
Page 159
SAW SPIRAL PIPES FOR OFFSHORE PIPELINES H. J. Tolkemit , G. Mally , F.O. Koch , and D. Dormagen Hoesch Rohr AG Hamm , Federal Republic of Germany CUMULATIVE FREQUENCY , % CHARACTERISTIC DATA OF X65 - OFFSHORE.
SAW SPIRAL PIPES FOR OFFSHORE PIPELINES H. J. Tolkemit , G. Mally , F.O. Koch , and D. Dormagen Hoesch Rohr AG Hamm , Federal Republic of Germany CUMULATIVE FREQUENCY , % CHARACTERISTIC DATA OF X65 - OFFSHORE.
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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