Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 90
Page 129
FLOW VISUALIZATION AND NUMERICAL SIMULATION OF THE FLOW AROUND MARINE PIPELINES ON AN ERODIBLE BED IN WAVES H. R. Jensen Danish Hydraulic Institute Horsholm , Denmark B. L. Jensen , B. M. Sumer , and J. Fredsoe Institute of ...
FLOW VISUALIZATION AND NUMERICAL SIMULATION OF THE FLOW AROUND MARINE PIPELINES ON AN ERODIBLE BED IN WAVES H. R. Jensen Danish Hydraulic Institute Horsholm , Denmark B. L. Jensen , B. M. Sumer , and J. Fredsoe Institute of ...
Page 390
Azzopardi ( 1988 ) produced a model based on these ideas which gave good predictions of experimental data except at very low liquid flow rates . Oranje ( 1973 ) , Hong ( 1978 ) , Azzopardi and Whalley ( 1982 ) , Shohan et al .
Azzopardi ( 1988 ) produced a model based on these ideas which gave good predictions of experimental data except at very low liquid flow rates . Oranje ( 1973 ) , Hong ( 1978 ) , Azzopardi and Whalley ( 1982 ) , Shohan et al .
Page 395
Shoham , Brill , J.P. and Taitel , Y. , " Two - phase flow splitting in Tee junction experiment and modelling " Chem . Eng.Sci . Vol.42 , pp.2667-2676 . Wallis , G.B. , 1961 , " Flooding velocities for air and water in vertical tubes " ...
Shoham , Brill , J.P. and Taitel , Y. , " Two - phase flow splitting in Tee junction experiment and modelling " Chem . Eng.Sci . Vol.42 , pp.2667-2676 . Wallis , G.B. , 1961 , " Flooding velocities for air and water in vertical tubes " ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
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 force 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 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