Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 91
Page 151
... Table 2 summarises the tests conducted . Included in the table is the value of k in ( 3 ) and ( 4 ) for each test . The tests simulated four conditions of irregular waves with currents , Table 3 , defined through the parameters K , M ...
... Table 2 summarises the tests conducted . Included in the table is the value of k in ( 3 ) and ( 4 ) for each test . The tests simulated four conditions of irregular waves with currents , Table 3 , defined through the parameters K , M ...
Page 356
... Table 1 , it is suggested that Ca react with 0 to form Ca0 . Therefore , it may be necessary to consider 0 content ... Table 2 gives the effectiveness of Ca addition in terms of Ca / S and Ca / ( 1.25.S + 2.50 · 0 ) . From Table 2 , it ...
... Table 1 , it is suggested that Ca react with 0 to form Ca0 . Therefore , it may be necessary to consider 0 content ... Table 2 gives the effectiveness of Ca addition in terms of Ca / S and Ca / ( 1.25.S + 2.50 · 0 ) . From Table 2 , it ...
Page 189
TABLE 1 RECOMMENDED MINIMUM PSL FOR PRIMARY PARTS OF WELLHEADS AND CHRISTMAS TREE EQUIPMENT NACE ? No Yes Yes Yes No High HS Concentration No 22 Yes No Yes Close Proximity ? No No No Yes Yes Yes Rated Working Pressure ( psi ) ? TABLE 4 ...
TABLE 1 RECOMMENDED MINIMUM PSL FOR PRIMARY PARTS OF WELLHEADS AND CHRISTMAS TREE EQUIPMENT NACE ? No Yes Yes Yes No High HS Concentration No 22 Yes No Yes Close Proximity ? No No No Yes Yes Yes Rated Working Pressure ( psi ) ? TABLE 4 ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
12 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum means measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone