Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 166
where B and D stands for the scour width and depth respectively [ 7 ] . the figures
6 , 7 , and 8 that the pipe displacements increase as the scour width increases .
However , the maximum pipe stresses do not follow the same trend .
where B and D stands for the scour width and depth respectively [ 7 ] . the figures
6 , 7 , and 8 that the pipe displacements increase as the scour width increases .
However , the maximum pipe stresses do not follow the same trend .
Page 167
where Y denotes the angle between the ice scour track and the pipe axis and w
stands for the scour width . approach that was based on some small scale
centrifuge tests conducted with a 15 degree rectangular indentor . It appears that
the ...
where Y denotes the angle between the ice scour track and the pipe axis and w
stands for the scour width . approach that was based on some small scale
centrifuge tests conducted with a 15 degree rectangular indentor . It appears that
the ...
Page 168
remain somewhat constant up to a diameter of 30 inch and then decline for larger
pipes . This trend can be beneficial in ... The Winkler models tend to predict
increasing stresses for increasing pipe diameters . Figure 20 reveals the
significant ...
remain somewhat constant up to a diameter of 30 inch and then decline for larger
pipes . This trend can be beneficial in ... The Winkler models tend to predict
increasing stresses for increasing pipe diameters . Figure 20 reveals the
significant ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
22 other sections not shown
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |