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 18
... present and discuss the influence of these variables is through the average electrical capture length , Le , i.e. the ratio of annual production of ... present paper presents an evaluation of the influence 18 Copyright © 2001 by ASME.
... present and discuss the influence of these variables is through the average electrical capture length , Le , i.e. the ratio of annual production of ... present paper presents an evaluation of the influence 18 Copyright © 2001 by ASME.
Page 210
... present study is put on predicting marine environment as precisely as possible . NUMERICAL MODEL Physical Model The physical model adopted in the present study is what having been used by the authors previously [ 3 ] . Assuming f plain ...
... present study is put on predicting marine environment as precisely as possible . NUMERICAL MODEL Physical Model The physical model adopted in the present study is what having been used by the authors previously [ 3 ] . Assuming f plain ...
Page 273
... present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of ... present value . Therefore , it is considered that the shoreline at present is in the middle of the change against the stable ...
... present . The amount of recession of shoreline is maximum at Y = -11.4m ( X = 958m ) and that of forward of ... present value . Therefore , it is considered that the shoreline at present is in the middle of the change against the stable ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind