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 57
OIL PRODUCTION SYSTEM FOR 2000 m WATER DEPTH A. Ajosmäki Rauma - Repola Oy Offshore Engineering Pori , Finland 3 TABLE 2 : CONCEPT TECHNICAL RANKING RESULTS ... AOPS ABSTRACT new are uneconomical or totally unfeasible in deep waters .
OIL PRODUCTION SYSTEM FOR 2000 m WATER DEPTH A. Ajosmäki Rauma - Repola Oy Offshore Engineering Pori , Finland 3 TABLE 2 : CONCEPT TECHNICAL RANKING RESULTS ... AOPS ABSTRACT new are uneconomical or totally unfeasible in deep waters .
Page 209
COMPLIANT TOWER PERIOD AND LOAD TRENDS WITH WATER DEPTH D. G. Morrison , R. Suhendra , and S. R. Bourguignon Hudson Engineering , a McDermott Company Houston , Texas 209 ( 6 ) The reported shear envelopes implied that it.
COMPLIANT TOWER PERIOD AND LOAD TRENDS WITH WATER DEPTH D. G. Morrison , R. Suhendra , and S. R. Bourguignon Hudson Engineering , a McDermott Company Houston , Texas 209 ( 6 ) The reported shear envelopes implied that it.
Page 507
3 AT = 2.5 % Rmin = 4 % Rmin = 18 % AT = 5 % 0.75 2.5 • AT = 10 % ELEVATION / WATER DEPTH 0.5 2 0.25 LENGTH / WATER DEPTH 0 1.5 2 0.5 1 1.5 HORIZONTAL DISTANCE / WATER DEPTH Fig . 5 Lazy wave configuration for AT = 5 % L3 0.5 in radians ...
3 AT = 2.5 % Rmin = 4 % Rmin = 18 % AT = 5 % 0.75 2.5 • AT = 10 % ELEVATION / WATER DEPTH 0.5 2 0.25 LENGTH / WATER DEPTH 0 1.5 2 0.5 1 1.5 HORIZONTAL DISTANCE / WATER DEPTH Fig . 5 Lazy wave configuration for AT = 5 % L3 0.5 in radians ...
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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 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 problem production range 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