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 characteristics of air output in each air chamber . In the second phase of KAIMEI which was carried out during 1977 to 1978 ...
test 200 150 averaged total air power ( kW ) 100 50 0 3 2 significant wave height Hs ( m ) in air chamber as a characteristics of air output in each air chamber . In the second phase of KAIMEI which was carried out during 1977 to 1978 ...
Page 95
They confirm that electric output generated by impulse turbines increases almost proportionally to square of wave height . output about 15KW , that in this test the efficiency of secondary conversion of air power electricity was about ...
They confirm that electric output generated by impulse turbines increases almost proportionally to square of wave height . output about 15KW , that in this test the efficiency of secondary conversion of air power electricity was about ...
Page 255
10 Correlation between control force and surface elevation for rigid pipe ( wave period = 3.1sec . , wave height = 9cm ) . Fig . 12 Correlation between on - off timing and surface elevation for rigid pipe ( wave period = 3.1sec .
10 Correlation between control force and surface elevation for rigid pipe ( wave period = 3.1sec . , wave height = 9cm ) . Fig . 12 Correlation between on - off timing and surface elevation for rigid pipe ( wave period = 3.1sec .
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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