Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 60
Page 102
Referring to Table 1 , it can be seen that the average hydrodynamic efficiency decreases as the zero - crossing period , Tz , increases . This general trend is verifyed both when the Wells turbine and the variable geometry turbine are ...
Referring to Table 1 , it can be seen that the average hydrodynamic efficiency decreases as the zero - crossing period , Tz , increases . This general trend is verifyed both when the Wells turbine and the variable geometry turbine are ...
Page 128
Traditionally , even if advanced stateof - the - art ( source - sink distributed ) methods are used to model the hydrodynamic forces , these are usually limited to predicting the vessel's global performance , while conventional methods ...
Traditionally , even if advanced stateof - the - art ( source - sink distributed ) methods are used to model the hydrodynamic forces , these are usually limited to predicting the vessel's global performance , while conventional methods ...
Page 129
The hydrodynamic method used to generate the motions is also used to generate these loads . A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave ...
The hydrodynamic method used to generate the motions is also used to generate these loads . A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire