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Effect of Organic Loading Rate on Aerobic Granulation. I: Reactor Performance
122
Citations
41
References
2004
Year
Aerobic GranulesSewage Sludge TreatmentChemical EngineeringOrganic Loading RateBioenergyEngineeringBiogasEnvironmental EngineeringBioremediationAerobic GranulationBiological Waste TreatmentAnaerobic DigestionEnvironmental MicrobiologyAerobic Granulation ProcessReactor PerformanceWaste ManagementWastewater Treatment
The effect of organic loading rate (OLR) on the aerobic granulation process was investigated using laboratory-scale sequential aerobic sludge blanket reactors (SASBRs). Reactors R1, R2, R3, and R4 were operated at OLRs of 1, 2, 4 and 8kg chemical oxygen demand (COD)/m3day, respectively. Aerobic granules could not be formed at the relatively low OLRs in R1 and R2. Stable aerobic granules were successfully cultivated at the mid-range OLR of 4kgCOD/m3day tested in Reactor R3. These granules first appeared 14 days after startup and eventually grew to become the dominant form of biomass in R3. The granular biomass stabilized at a mixed liquor volatile suspended solids (MLVSS) concentration of 12,000mg/L, with a food-to-microorganism (F/M) ratio of 0.33kgCOD/kgMLVSSday and a mean cell residence time of 31.1 days. Aerobic granules were first observed on Day 18 in Reactor R4, which operated at the highest OLR tested of 8kgCOD/m3day. However, these granules were unstable and eventually washed out of R4. The best reactor performance was achieved in R3 with a COD removal rate of 99%, an observed yield coefficient (YOB) of 0.10mgMLVSS/mg COD, and a sludge volume index 24mL/g MLVSS. The volumetric specific oxygen utilization rate was highest in R3, at 356mgO2/Lh. An optimal choice of OLR was found to favor the cultivation and retention of well-settling granules and enhanced the overall ability of the reactor to remove COD. This study contributes to a better understanding of the role of OLR in aerobic granulation.
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