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 81
Page 92
... significant waves in the vicinity of KAIMEI during the test period were the following : wave height was about 1.6m ... significant wave height and significant amplitude of fluctuations of air pressure NNE ( 76mm ) W ( 95 ) Riser cable ...
... significant waves in the vicinity of KAIMEI during the test period were the following : wave height was about 1.6m ... significant wave height and significant amplitude of fluctuations of air pressure NNE ( 76mm ) W ( 95 ) Riser cable ...
Page 94
... significant wave height of incident waves . If , however , pressure vriations in air chambers are known , it is possible to find air output using the nozzle ratio . Table 2 shows the nozzle ratio ( area of orifice An / area of air ...
... significant wave height of incident waves . If , however , pressure vriations in air chambers are known , it is possible to find air output using the nozzle ratio . Table 2 shows the nozzle ratio ( area of orifice An / area of air ...
Page 95
... significant wave heights . Each line exerted at the most a tension of 20 tons , confirming that forces were safely ... significant wave height Hs ( m ) Fig.13 Mooring line tension 2 significant wave height ( m ) Fig.11 Generated power of ...
... significant wave heights . Each line exerted at the most a tension of 20 tons , confirming that forces were safely ... significant wave height Hs ( m ) Fig.13 Mooring line tension 2 significant wave height ( m ) Fig.11 Generated power of ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 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 vane vessel wave weight wire