Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 28
Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of o 1.08 and 20 ° , 25 ° respectively . It can be observed that a flow separation occurs around the trailing edge of the blade on the suction ...
Figure 10 and 11 show the velocity vector field exiting the rotor , at a flow coefficient of o 1.08 and 20 ° , 25 ° respectively . It can be observed that a flow separation occurs around the trailing edge of the blade on the suction ...
Page 121
It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very large suction piles . liquidized sands to 1.0 for ...
It indicates that the validation is excellent and therefore the mobilized effective soil friction angle ratio relationship can be used for the field installation design of small to very large suction piles . liquidized sands to 1.0 for ...
Page 233
this study are the 6 - hourly 10 - m surface wind fields in the NCEP / NCAR Reanalysis Project . U.S. NGDC ETOPO5 global bathymetry on ... Between 20 meters and 80 meters , the grid evidently quite accurately resolves the depth field .
this study are the 6 - hourly 10 - m surface wind fields in the NCEP / NCAR Reanalysis Project . U.S. NGDC ETOPO5 global bathymetry on ... Between 20 meters and 80 meters , the grid evidently quite accurately resolves the depth field .
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
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, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |