Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 94
test 200 150 averaged total air power ( kW ) 100 50 0 3 2 significant wave height Hs ( m ) in air chamber as a ... it was again confirmed that air pressure in air chambers were proportional to significant wave height of incident waves .
test 200 150 averaged total air power ( kW ) 100 50 0 3 2 significant wave height Hs ( m ) in air chamber as a ... it was again confirmed that air pressure in air chambers were proportional to significant wave height of incident waves .
Page 254
8 Control results of rigid pipe ( wave period = 2.3sec . , wave height = 9cm ) . Fig . 9 Control results of flexible pipe ( wave period = 2.7sec . , wave height = 9cm ) . Wave conditions The experiment of the control is conducted at the ...
8 Control results of rigid pipe ( wave period = 2.3sec . , wave height = 9cm ) . Fig . 9 Control results of flexible pipe ( wave period = 2.7sec . , wave height = 9cm ) . Wave conditions The experiment of the control is conducted at the ...
Page 255
السلسالسا 05 .1 1 0 control force ( N ) 210-2 , timing of on - off mm Î .05 wave ( m ) w m ن ليليييلليسا wave ( m ) .1 ... 10 Correlation between control force and surface elevation for rigid pipe ( wave period = 3.1sec . , wave height ...
السلسالسا 05 .1 1 0 control force ( N ) 210-2 , timing of on - off mm Î .05 wave ( m ) w m ن ليليييلليسا wave ( m ) .1 ... 10 Correlation between control force and surface elevation for rigid pipe ( wave period = 3.1sec . , wave height ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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