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 115
Houston . a je 15 It le s re ADVANTAGES LIMITING SEA STATE FOR SPREAD SPREAD TIME AT SITE DISADVANTAGES TIME REQUIRED TO MAKE SATE FOR 1 YEAR STORN ( NRS ) SPREAD COST AT SITE MNK / DAY OPTION COST ( NO DOWNTIME ) MNK ( DAYS ) REMARKS 1 ...
Houston . a je 15 It le s re ADVANTAGES LIMITING SEA STATE FOR SPREAD SPREAD TIME AT SITE DISADVANTAGES TIME REQUIRED TO MAKE SATE FOR 1 YEAR STORN ( NRS ) SPREAD COST AT SITE MNK / DAY OPTION COST ( NO DOWNTIME ) MNK ( DAYS ) REMARKS 1 ...
Page 254
The cost of removal at the time was £ 1.1 mln , equivalent to £ 5000 per tonne weight . As the structure installed in 1966 at a total cost of £ 380,000 , the removal cost was nearly three times as much as the installation !
The cost of removal at the time was £ 1.1 mln , equivalent to £ 5000 per tonne weight . As the structure installed in 1966 at a total cost of £ 380,000 , the removal cost was nearly three times as much as the installation !
Page 335
In the gas industry survey , the costs of in - line inspection of hydrostatic retesting were also requested , which resulted in the data summary presented in Table 6. As can be observed , the cost of the conventional magnetic flux ...
In the gas industry survey , the costs of in - line inspection of hydrostatic retesting were also requested , which resulted in the data summary presented in Table 6. As can be observed , the cost of the conventional magnetic flux ...
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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