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 25
... grids to slide relative to one another . In doing so , the grid faces do not need to be aligned on the grid interface . This situation requires a means of computing the flux across the two non - conformal interface zones of each grid ...
... grids to slide relative to one another . In doing so , the grid faces do not need to be aligned on the grid interface . This situation requires a means of computing the flux across the two non - conformal interface zones of each grid ...
Page 26
... grid refinement was to first solve the problem with initial grid . The software then calculated the value of Y * for wall adjacent cells . The cells with a Y * value greater than the threshold supplied by the analyst were then marked ...
... grid refinement was to first solve the problem with initial grid . The software then calculated the value of Y * for wall adjacent cells . The cells with a Y * value greater than the threshold supplied by the analyst were then marked ...
Page 244
... grid points along the E - W direction and the y - direction with 160 grid points along the N - S direction in a orthoghonal rectilinear grid with 200 - m spacing . The grid points over land were masked . It was used 4 sigma layers for ...
... grid points along the E - W direction and the y - direction with 160 grid points along the N - S direction in a orthoghonal rectilinear grid with 200 - m spacing . The grid points over land were masked . It was used 4 sigma layers for ...
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