Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 34
... pipe ) , its surface covered by rubber can be considered hydraulically smooth . As shown in Fig.2 , the pipe was fixed at the section 8 m downstream the inlet of the bed . 35 cm Pipe from was extended to 12 m long . The value of was ...
... pipe ) , its surface covered by rubber can be considered hydraulically smooth . As shown in Fig.2 , the pipe was fixed at the section 8 m downstream the inlet of the bed . 35 cm Pipe from was extended to 12 m long . The value of was ...
Page 244
... pipe . It has been generally accepted to use the trough of the U - shaped curves as the design criterion , adding a certain safe- ty margin . This has ... pipe straightness depends strongly upon the soil conditions along the pipe , the 244.
... pipe . It has been generally accepted to use the trough of the U - shaped curves as the design criterion , adding a certain safe- ty margin . This has ... pipe straightness depends strongly upon the soil conditions along the pipe , the 244.
Page 245
... pipe can take place for foundation imper- fections above a certain critical size . Thus , a pipe- line which originally was installed with only founda- tion imperfections can , upon start of production , un- dergo local plastification ...
... pipe can take place for foundation imper- fections above a certain critical size . Thus , a pipe- line which originally was installed with only founda- tion imperfections can , upon start of production , un- dergo local plastification ...
Contents
ICE PROPERTIESII | 31 |
Simple Beam Tests on Type S3 Sea | 63 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle Arctic Engineering average beam Beaufort Sea Bering Sea buckling buoys Cold Regions compressive Conference on Offshore crack creep crushing curves deflection deformation density diameter drift dynamic effect elastic modulus equation estimated experimental factor failure flexural strength floe fracture toughness freshwater ice friction coefficient gauges geostrophic wind grain heat transfer horizontal ice drift ice force ice loads ice motion ice pressure ice sheet ice tests ice thickness ice velocity iceberg icebreaking impact increase indentation island layer linear measured Mechanics and Arctic method MIZEX model ice modulus Molikpaq normal force Norton Sound Ocean Offshore Mechanics oriented parameters pressure panel PVDF ratio reinforced ice Research samples scale sea ice sediments shear ship shown in Figure Sinha Sodhi specimen spray ice strain gauges strain rate strain tensor structure surface temperature tensor thermosyphon Timco tion uniaxial values vertical