Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 77
Page 58
... shows the distinct behavior of the two surfaces . As the temperature of the mirror is lowered , the water condensation occurs at about 14 ° C and the CCD pixel output corresponding to the shiny surface shows a sharp change . As the ...
... shows the distinct behavior of the two surfaces . As the temperature of the mirror is lowered , the water condensation occurs at about 14 ° C and the CCD pixel output corresponding to the shiny surface shows a sharp change . As the ...
Page 137
... shows the variation of non- dimensional frequency with d / D ratio . In the figure , f denotes the fundamental frequency of the pipeline for any specified value of d / D , while f denotes that for large value of d / D Q1 ( tending to ...
... shows the variation of non- dimensional frequency with d / D ratio . In the figure , f denotes the fundamental frequency of the pipeline for any specified value of d / D , while f denotes that for large value of d / D Q1 ( tending to ...
Page 272
... shows the results which indicate that the bottom clamp elevation may actually be lowered if the second clamp is moved upward . As observed from the Table , the bottom clamp for 219 mm riser may be moved downward by 1 metre if the next ...
... shows the results which indicate that the bottom clamp elevation may actually be lowered if the second clamp is moved upward . As observed from the Table , the bottom clamp for 219 mm riser may be moved downward by 1 metre if the next ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
22 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic areas assumed axial bending bottom boundary calculated caused coefficient combined compared Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relative resistance response riser roughness sand scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding