Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 443
by the unidirectional flow testing do not vary appreciably in equivalent bidirectional flow conditions . In the test setup for testing the model air turbine , air is supplied to the turbine by a radial blower driven by a variable speed ...
by the unidirectional flow testing do not vary appreciably in equivalent bidirectional flow conditions . In the test setup for testing the model air turbine , air is supplied to the turbine by a radial blower driven by a variable speed ...
Page 447
... flow ; the geometry of the riser is similar to one previous - ly investigated in air - flow . In the majority of the experiments the central cylinder and three of the four outer cylinders were sensibly rigid , with the remaining ...
... flow ; the geometry of the riser is similar to one previous - ly investigated in air - flow . In the majority of the experiments the central cylinder and three of the four outer cylinders were sensibly rigid , with the remaining ...
Page 453
... flow and those measured in air - flow . numbers for 0 ° ≤ ≤ 100 ° , the comparison is poor . The air - flow vibration experiments do not have any Strouhal numbers which lie in the band indicated by the water - flow Strouhal numbers ...
... flow and those measured in air - flow . numbers for 0 ° ≤ ≤ 100 ° , the comparison is poor . The air - flow vibration experiments do not have any Strouhal numbers which lie in the band indicated by the water - flow Strouhal numbers ...
Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated coefficient columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability probe problem production reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight