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 3
launchings that this required less physical effort to put the pipe sufficiently afternoon exposing the launched pipe and making it heavier . T far offshore and underwater , thus obtaining the necessary buoyancy .
launchings that this required less physical effort to put the pipe sufficiently afternoon exposing the launched pipe and making it heavier . T far offshore and underwater , thus obtaining the necessary buoyancy .
Page 97
Stationary Pipe Tests in Shallow Trenches ( 1987 ) The promising results of the partially buried pipe test led to a ... These tests were designed to study the reduction in hydrodynamic forces experienced by pipes sitting in narrow ...
Stationary Pipe Tests in Shallow Trenches ( 1987 ) The promising results of the partially buried pipe test led to a ... These tests were designed to study the reduction in hydrodynamic forces experienced by pipes sitting in narrow ...
Page 99
_Modal tests an stationary , partially buried pipe . Improved Thydrodynamic forde formulation ( Fourier series ) . Irregular wave Fourier serie simulation forde and pipeline formulation dynamics implemented .
_Modal tests an stationary , partially buried pipe . Improved Thydrodynamic forde formulation ( Fourier series ) . Irregular wave Fourier serie simulation forde and pipeline formulation dynamics implemented .
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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