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 76
Page 53
... considered . [ Nimax ] : Maximum allowed power of the ith pump at the station considered . : The number of pumps in each station . The number of flow rates . Friction resistance in a segment with a length of Lj . : Maximum allowed ...
... considered . [ Nimax ] : Maximum allowed power of the ith pump at the station considered . : The number of pumps in each station . The number of flow rates . Friction resistance in a segment with a length of Lj . : Maximum allowed ...
Page 137
... considered the compressibility of both soil skeleton and the pore water and obtained the pore pressure and the effective stresses in sea bed by means of Biot's poroelastio theory . In their studies , Madsen considered the anisotropic ...
... considered the compressibility of both soil skeleton and the pore water and obtained the pore pressure and the effective stresses in sea bed by means of Biot's poroelastio theory . In their studies , Madsen considered the anisotropic ...
Page 209
... considered surface point has to be found out . The light perceived as originating from a surface point is considered to be basically composed of two components ( Hall , et al , 1983 ) , one of which is determined with respect to ...
... considered surface point has to be found out . The light perceived as originating from a surface point is considered to be basically composed of two components ( Hall , et al , 1983 ) , one of which is determined with respect to ...
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
amplitude analysis applied Arctic Engineering axial base metal bending Buckle length buckling bundle calculated coefficient compressor Conference on Offshore corrosion crack curvature deformation developed diameter displacement ductile effect Eighth International Conference electrodes equation explosive welding failure flaw flow rate gas turbine geometry heat horizontal hydrodynamic hydrodynamic forces hydrogen inertial installation laboratory length lift force line pipe liquid load maximum measured Mechanics and Arctic meters method monitoring natural burial Offshore Mechanics Offshore Technology Conference operation parameters predicted present pressure problem procedure ratio reheated reliability repair resistance response rockdumps sand SAW metal scour depth seabed shown in Figure simulation Snøhvit soft zone soil Sørøya sour gas span Statoil steel stress structural submarine pipelines submerged arc welding Sumer surface Table Technology temperature tion tool trench velocity vertical vibration viscometer viscosity vortex vortex shedding wave