Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 131
14 PVF – - ( 1 – ( 1 + r ) -4 ) ( 14 ) r 12 10 D 8 Cid / Cid ( A ) Design & fabrication cost 4 2 . Design , fabrication & installation cost A 10 20 30 40 50 Water depth Figure 6. Cost versus water depth data , normalised by the cost ...
14 PVF – - ( 1 – ( 1 + r ) -4 ) ( 14 ) r 12 10 D 8 Cid / Cid ( A ) Design & fabrication cost 4 2 . Design , fabrication & installation cost A 10 20 30 40 50 Water depth Figure 6. Cost versus water depth data , normalised by the cost ...
Page 132
Two curves are given for the four platforms considered ; initial cost ( Cid ) including 1. design , fabrication of substructure and piles , and project management costs and 2 . as above plus installation cost .
Two curves are given for the four platforms considered ; initial cost ( Cid ) including 1. design , fabrication of substructure and piles , and project management costs and 2 . as above plus installation cost .
Page 289
Cf . Maintenance cost Pc ' Cm is a relatively well known quantity ( through past experience , recent quotations for pipeline replacement , cost of unavailability of the analyzed pipeline ) Cm = M. + C ( 8 ) NPV = Cfna - ( Cta + Ca ) .
Cf . Maintenance cost Pc ' Cm is a relatively well known quantity ( through past experience , recent quotations for pipeline replacement , cost of unavailability of the analyzed pipeline ) Cm = M. + C ( 8 ) NPV = Cfna - ( Cta + Ca ) .
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind