Aquaculture Raceway Design Based on Sediment Transport Modeling Using Computational Fluid Dynamics (CFD) |
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Common terms and phrases
16 close 16 open 25 30 Velocity 30 Velocity cm/s aquaculture baffle design bottom calculated from flow CFD modeling Computational Fluid Dynamics conc of influent Configuration Group Control File Cross Section described for Figure effluent equations extended weirs fish flow rate Fluxes g/m2 day g/mē/day Goal Seek graphs group one diam Idaho influent sediment mē/m inlet Figure 3.9 IWMGAO kg/s last number conc Level 16 LHS and RHS m/s G m/s level Measured velocities Measured Y components Measurements were obtained measurements were taken meters and setvel Olsen open area open W 41 original system outlet wall outlet weirs Particle Group PSNR Raceway 2A raceway design sediment concentration Sediment Fluxes g/m2 sediment group sediment transport setvel in m/s Solids Removal PSR SSIIM standard raceway surface taken at Plane trout production uniform spaces validation Velocimeter velocities in Raceway velocity measurements Water depth
Bibliographic information
| Title | Aquaculture Raceway Design Based on Sediment Transport Modeling Using Computational Fluid Dynamics (CFD) |
| Author | Dania Huggins |
| Publisher | University of California, Davis, 2003 |
| Original from | the University of California |
| Digitized | 5 Oct 2017 |
| Length | 532 pages |
| Export Citation | BiBTeX EndNote RefMan |