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 1100 m FPD 80 m3 / m3 15 years 106m. AOPS - ABSTRACT The oil production in ultra deep water has become very actual since the ...
OIL PRODUCTION SYSTEM FOR 2000 m WATER DEPTH A. Ajosmäki Rauma - Repola Oy Offshore Engineering Pori , Finland 1100 m FPD 80 m3 / m3 15 years 106m. AOPS - ABSTRACT The oil production in ultra deep water has become very actual since the ...
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 ( 6 ) The ... Water Depth G Morrison, R Suhendra, and S R Bourguignon.
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 ( 6 ) The ... Water Depth G Morrison, R Suhendra, and S R Bourguignon.
Page 507
LENGTH / WATER DEPTH ΔΤ = 2.5 % 2.5 AT = 5 % AT = 10 % 1.5 2 1 ELEVATION / WATER DEPTH 0.75 0.5 0.25 Rmin = 4 % Rmin = 18 % 0.5 1 1.5 2 143 0.5- 5 10 15 MINIMUM BENDING RADIUS / WATER DEPTH Fig . 4 Pipe lengths for lazy wave - 20 ...
LENGTH / WATER DEPTH ΔΤ = 2.5 % 2.5 AT = 5 % AT = 10 % 1.5 2 1 ELEVATION / WATER DEPTH 0.75 0.5 0.25 Rmin = 4 % Rmin = 18 % 0.5 1 1.5 2 143 0.5- 5 10 15 MINIMUM BENDING RADIUS / WATER DEPTH Fig . 4 Pipe lengths for lazy wave - 20 ...
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