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 16
... values of P , a pair of sites with different power variability was chosen . Table 1 includes the identification and wave power at the selected sites . The site identified as Pico is the location of the shoreline OWC power whose ...
... values of P , a pair of sites with different power variability was chosen . Table 1 includes the identification and wave power at the selected sites . The site identified as Pico is the location of the shoreline OWC power whose ...
Page 215
... values of total nitrogen against observations of it . Plot of predicted values of water temperature against those of observation is shown in Fig . 10. Predictions agree adequately with observations and correlation coefficient is 0.94 ...
... values of total nitrogen against observations of it . Plot of predicted values of water temperature against those of observation is shown in Fig . 10. Predictions agree adequately with observations and correlation coefficient is 0.94 ...
Page 353
... values of each compartment results . This is the result taking the threshold value Drs - 10 . CVI denotes the averaged rate of concentration variation due to the effects of mussels in each compartment . The positive values of it denote ...
... values of each compartment results . This is the result taking the threshold value Drs - 10 . CVI denotes the averaged rate of concentration variation due to the effects of mussels in each compartment . The positive values of it denote ...
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