Aquaculture Raceway Design Based on Sediment Transport Modeling Using Computational Fluid Dynamics (CFD)University of California, Davis, 2003 - 532 pages |
Contents
ABSTRACT | 6 |
VELOCITY MEASUREMENTS 2 26 26 | 6 |
LIST OF SYMBOLS xxvi | 12 |
16 other sections not shown
Common terms and phrases
16 close 16 open 16 open W 25 30 Velocity 30 Velocity cm/s aquaculture bottom calculated from flow CFD modeling Computational Fluid Dynamics conc of influent Configuration Group Control File control volume cross sectional area described for Figure Distance effluent fish flow rate Fluxes g/m2 day g/m²/day Goal Seek group one diam Idaho influent sediment m³/m³ inlet Figure 3.9 IWMGAO kg/s last number conc Level 16 m/s G mean velocity calculated Measured velocities Vx Measured Y components Measurements were obtained measurements were taken meters and setvel MIDDLE Olsen open area original system outlet wall outlet weirs Particle Group Plane 12 points on Plane PSNR Raceway 2A raceway cm raceway design rate and raceway screen sediment concentration Sediment Fluxes g/m2 sediment group sediment transport setvel in m/s simulated velocities SSIIM taken at Plane uniform spaces validation velocimeter velocities in Raceway velocity measurements Vx in Raceway Water depth