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内置下流式悬挂式海绵模块的新型上流式厌氧污泥床反应器处理城市污水的性能评价。

Performance evaluation of a novel upflow anaerobic sludge blanket reactor with built-in downflow hanging sponge module for the treatment of municipal sewage.

机构信息

Centre for Environmental Studies, College of Engineering Guindy, Anna University, Chennai, Tamil Nadu, India.

出版信息

Environ Sci Pollut Res Int. 2022 Dec;29(59):89108-89120. doi: 10.1007/s11356-022-21779-6. Epub 2022 Jul 18.

DOI:10.1007/s11356-022-21779-6
PMID:35849239
Abstract

The present study investigates the potential of a novel upflow anaerobic sludge blanket (UASB) reactor with a built-in polishing facility for the treatment of municipal sewage. A laboratory-scale reactor, which combined an inner-centric hybrid UASB module and an outer concentric downflow hanging sponge (DHS) unit, was designed and fabricated as a part of this research work. The reactor had been continuously operated for 210 days under ambient conditions. With anaerobically digested sewage sludge (seed sludge blended with Locust bean gum polymer) as inoculum, the reactor attained a successful startup in 40 days. Ensuring startup, the reactor was employed under varying organic loading rates (OLR) from 0.87 to 5.09 kg COD/m/d, with corresponding hydraulic retention times (HRT) of 24-4 h. The novel UASB reactor made its mark with a high COD and TSS removal of 93.2% and 93%, respectively, under the optimum conditions of 6-h HRT. In addition, biogas rich in methane content (68%), with a maximum specific yield of 0.42± 0.02 m biogas /kg COD destroyed, was generated. The VSS/TSS ratio observed a steady rise (0.51 to 0.75) with increasing sludge age, bearing witness to the active growth of biomass. Hence, in brief, the novel UASB reactor can be coined as an energy economic system with improved effluent quality.

摘要

本研究考察了内置抛光设施的新型上流式厌氧污泥床(UASB)反应器处理城市污水的潜力。作为这项研究工作的一部分,设计并制造了一个实验室规模的反应器,该反应器结合了内中心混合 UASB 模块和外同心下流式悬挂海绵(DHS)单元。该反应器在环境条件下连续运行了 210 天。以厌氧消化的污水污泥(接种污泥与槐豆胶聚合物混合)为接种物,该反应器在 40 天内成功启动。为确保启动,该反应器在不同的有机负荷率(OLR)下运行,从 0.87 到 5.09 kg COD/m/d,相应的水力停留时间(HRT)为 24-4 h。在最佳的 6 h HRT 条件下,新型 UASB 反应器的 COD 和 TSS 去除率分别高达 93.2%和 93%,表现出色。此外,产生了富含甲烷(68%)的沼气,最大比产气量为 0.42±0.02 m 沼气/kg COD 降解。VSS/TSS 比随着污泥龄的增加而稳定上升(从 0.51 到 0.75),这表明生物量的活性增长。因此,简而言之,新型 UASB 反应器可以被称为具有改善的出水质量的节能系统。

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