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 24
... pipeline section in which the positioning of the pipeline is controlled by the fore tugboat alone , Fig . 1. The sinking of the pipeline is made by remote control of the buoyancy of the buoys ( partly filling with water ) and ...
... pipeline section in which the positioning of the pipeline is controlled by the fore tugboat alone , Fig . 1. The sinking of the pipeline is made by remote control of the buoyancy of the buoys ( partly filling with water ) and ...
Page 63
RE - INSTATEMENT OF PIPELINE AFTER REPAIR - removal of repair tool / materials - check of pipeline integrity - test of pipeline leak tightness - hydrostatic pressure test - dewatering and drying - introduction of fluid for transport ...
RE - INSTATEMENT OF PIPELINE AFTER REPAIR - removal of repair tool / materials - check of pipeline integrity - test of pipeline leak tightness - hydrostatic pressure test - dewatering and drying - introduction of fluid for transport ...
Page 113
... Pipeline Division Sofresid , France 113 Progressive Rippage of Sediments Pipeline Behavior , from Puech &. ABSTRACT : An estimate is made of the maximum axial load that may exist in a long pipeline resting on the ground , when carrying ...
... Pipeline Division Sofresid , France 113 Progressive Rippage of Sediments Pipeline Behavior , from Puech &. ABSTRACT : An estimate is made of the maximum axial load that may exist in a long pipeline resting on the ground , when carrying ...
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 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