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 27
Secondly , performance is analysed for only 7 specific flow co - efficient , but it can be observed that the comparative study of different guide vane angles in 2D CFD analysis gives the same pattem as established experimentally in ...
Secondly , performance is analysed for only 7 specific flow co - efficient , but it can be observed that the comparative study of different guide vane angles in 2D CFD analysis gives the same pattem as established experimentally in ...
Page 213
The inflow and water temperature of each river are estimated from observation data . ... Comparison with continuously measured data The numerical results are compared with field data observed continuously off Oppama and off Negishi ...
The inflow and water temperature of each river are estimated from observation data . ... Comparison with continuously measured data The numerical results are compared with field data observed continuously off Oppama and off Negishi ...
Page 215
50000 200 40000 Observation - Prediction Total Phosphorus 30000 20000 150 10000 0 3/1 " 96 5/23 8/14 11/5 4/20 7/12 10/3 ... The amount of macrobenthos in terms of carbon is calculated from the observed wet weight , using the roughly ...
50000 200 40000 Observation - Prediction Total Phosphorus 30000 20000 150 10000 0 3/1 " 96 5/23 8/14 11/5 4/20 7/12 10/3 ... The amount of macrobenthos in terms of carbon is calculated from the observed wet weight , using the roughly ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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