首页> 外文会议>IWA(International Water Association) International Conference on Biofilm Systems; 20030914-18; Cape Town(ZA) >UASB reactor for domestic wastewater treatment at low temperatures: a comparison between a classical UASB and hybrid UASB-filter reactor
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UASB reactor for domestic wastewater treatment at low temperatures: a comparison between a classical UASB and hybrid UASB-filter reactor

机译:用于低温生活污水处理的UASB反应器:经典UASB与混合UASB过滤器反应器之间的比较

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摘要

The performance of an upflow anaerobic sludge blanket (UASB) reactor and a hybrid UASB-filter reactor was investigated and compared for the treatment of domestic wastewater at different operational temperatures (28, 20,14 and 10℃) and loading rates. For each temperature studied a constant COD_t removal was observed as long as the upflow velocity was lower than 0.35 m/h. At these upflow velocities similar removals were observed for both reactor types at 28 and 20℃, 82 and 72% respectively. However, at 14 and 10℃ the UASB reactor showed a better COD removal (70% and 48%, respectively) than the hybrid reactor (60% and 38%). COD removal resulted from biological degradation and solids accumulation in the reactors. At 28℃, a constant 200 g sludge mass was observed in both reactors and COD removal was attributed to biological degradation only. At lower temperatures, solids accumulation was observed in addition to biological degradation with an increase in reactor sludge as the temperature decreased. The decrease in biological degradation at lower temperatures was offset by solids accumulation and explains the similar overall COD removal efficiency observed at 28℃, 20℃ and 14℃. The decrease in temperature was also followed by an increase in the effluent TSS concentration in both reactors. At 14 and 10℃ a lower effluent TSS concentration and better performance was observed in the UASB reactor.
机译:研究了上流厌氧污泥床反应器(UASB)和混合UASB-滤池反应器的性能,并比较了其在不同工作温度(28、20、14和10℃)和负载率下的生活污水处理能力。对于每个研究的温度,只要上升速度低于0.35 m / h,就可以观察到恒定的COD_t去除率。在这些上流速度下,两种反应器类型在28和20℃分别观察到相似的去除率,分别为82%和72%。但是,在14和10℃时,UASB反应器的COD去除率(分别为70%和48%)比混合反应器(60%和38%)更好。化学需氧量的去除是由于生物降解和反应器中固体的积累。在28℃,两个反应器中均观察到恒定的200 g污泥质量,COD的去除仅归因于生物降解。在较低的温度下,随着温度的降低,除了生物降解外,还观察到了固体积聚和反应器污泥的增加。较低温度下生物降解的减少被固体积累所抵消,并解释了在28℃,20℃和14℃观察到的相似的总COD去除效率。在温度下降之后,两个反应器中的流出物TSS浓度也增加。在UASB反应器中,在14和10℃时,废水中的TSS浓度较低,性能更好。

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