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 114
The main parameter for this analysis is the lateral seabed resistance per unit length of pipeline function of pipe lateral displacement : ( y ) . as a Consideration of fully restrained pipeline configuration in the far field may lead to ...
The main parameter for this analysis is the lateral seabed resistance per unit length of pipeline function of pipe lateral displacement : ( y ) . as a Consideration of fully restrained pipeline configuration in the far field may lead to ...
Page 115
Rise of internal fluid radial pressure and temperature in pipeline restrained on seabed induces axial stress according to Hooke's law : the However , a slight decrease of the resistance can be noted just after pipe " break - away " at ...
Rise of internal fluid radial pressure and temperature in pipeline restrained on seabed induces axial stress according to Hooke's law : the However , a slight decrease of the resistance can be noted just after pipe " break - away " at ...
Page 198
This approach allowed Conoco greater flexibility to vary the work should seabed conditions have altered in the intervening time between survey and dredging . a INTERPRETATION OF SPAN LENGTH LIMITS FOR PLANNING OF DREDGING OPERATIONS ...
This approach allowed Conoco greater flexibility to vary the work should seabed conditions have altered in the intervening time between survey and dredging . a INTERPRETATION OF SPAN LENGTH LIMITS FOR PLANNING OF DREDGING OPERATIONS ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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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 measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range 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