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 |
From inside the book
Results 1-3 of 90
Page 137
... wave induced forces is important . This paper studies the nonlinear wave action on a buried pipeline in shallow water areas based on the first order onoidal wave theory , and presents an analytical solution for the seepage pressure ...
... wave induced forces is important . This paper studies the nonlinear wave action on a buried pipeline in shallow water areas based on the first order onoidal wave theory , and presents an analytical solution for the seepage pressure ...
Page 139
... wave forces on a buried pipeline ( R = 1m , ds = 2n ) have been made , and the linear wave forces for these cases are also calculated . Results are shown in Fig . ( 3 ) , in ... Waves ABSTRACT An attempt has been made to model the wave 139.
... wave forces on a buried pipeline ( R = 1m , ds = 2n ) have been made , and the linear wave forces for these cases are also calculated . Results are shown in Fig . ( 3 ) , in ... Waves ABSTRACT An attempt has been made to model the wave 139.
Page 195
... waves with a fixed height and period relationship . The discrete wave distribu- tion is obtained from directional significant wave height and period data for the appropriate location and time of exposure . The wave period for each discrete ...
... waves with a fixed height and period relationship . The discrete wave distribu- tion is obtained from directional significant wave height and period data for the appropriate location and time of exposure . The wave period for each discrete ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
12 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 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