Consecutive reaction kinetics involving a layered structure of the granule in UASB reactors

A consecutive-reaction kinetic model for the sucrose-fed upflow anaerobic sludge bed (UASB) reactor that accounts for a layered structure of the granule and the mass fraction of methanogens ( f) is proposed. When the UASB reactor was maintained at the volumetric loading rates (VLR) of 7.9–13.8 kg ch...

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Veröffentlicht in:Water research (Oxford) 2006-08, Vol.40 (15), p.2947-2957
Hauptverfasser: Huang, Ju-Sheng, Chou, Hsin-Hsien, Ohara, Reiko, Wu, Chun-Sheng
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Sprache:eng
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Zusammenfassung:A consecutive-reaction kinetic model for the sucrose-fed upflow anaerobic sludge bed (UASB) reactor that accounts for a layered structure of the granule and the mass fraction of methanogens ( f) is proposed. When the UASB reactor was maintained at the volumetric loading rates (VLR) of 7.9–13.8 kg chemical oxygen demand (COD)/m 3 d, the accumulated volatile fatty acids (VFAs) increased with increasing VLR, whereas the experimental f decreased with increasing VLR. This was primarily because methanogenesis was the rate-limiting step and the sucrose-fed granule was a layered structure. The calculated residual concentrations of sucrose and the intermediates VFAs using the layered-structure model are less deviated from the experimental measurements than those using the homogeneous-structure model. The calculated effectiveness factors for sucrose uptake and intermediates VFAs uptake ( η 1; η 2) ranged from 0.18 to 0.35 and 0.65 to 0.96, respectively, indicating that the overall substrate (sucrose or intermediates VFAs) removal in the UASB reactor was diffusion-controlled, especially at the VLRs of 7.9–10.6. kg COD/m 3 d. This finding was also confirmed by the simulated concentration profiles of sucrose and VFAs in the UASB-granule. From the simulation results, the effect of internal mass transfer resistance on overall substrate (sucrose) removal should not be neglected, especially for a granule size of greater than 2.0 mm.
ISSN:0043-1354
1879-2448
DOI:10.1016/j.watres.2006.05.024