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通过改良上流式厌氧污泥床-静态颗粒床反应器串联的间歇运行提高沼气产量和底物降解。

Enhanced biogas production and substrate degradation through the intermittent operation of modified upflow anaerobic sludge blanket-static granular bed reactor series.

机构信息

Department of Civil Engineering, Alagappa Chettiar Government College of Engineering and Technology, Karaikudi, India.

出版信息

Water Environ Res. 2022 Aug;94(8):e10775. doi: 10.1002/wer.10775.

Abstract

In the present study, the performance of a modified upflow anaerobic sludge blanket (MUASB) reactor-static granular bed reactor (SGBR) series in intermittent operation was analyzed for the treatment of synthetic wastewater. The reactor series was operated with a hydraulic retention time (HRT) of 24 h. The maximum chemical oxygen demand (COD) removal and biogas production of the reactor series obtained during the intermittent operation were 99 ± 0.29% and 0.529 ± 0.03 m /kg COD , respectively. One-way analysis of variance (ANOVA) indicated a significant difference in biogas production during continuous and intermittent operations, whereas the COD removal was similar. Intermittent operation of the reactor series yielded a 56.05% increase in biogas production when compared with the continuous operation. The reactor series was maintained stable throughout the operational period. The maximum total suspended solids (TSS) removal and total nitrogen (TN) removal of the reactor series during the intermittent operation were 91.67% and 72.37%, respectively. Intermittent operation of the reactor series can be considered advantageous because of the reduced operational cost and enhanced biogas production in addition to COD removal. PRACTITIONER POINTS: Intermittent operation of MUASB-SGBR series in terms of COD removal is evaluated. COD removal of reactor series was similar in intermittent and continuous operation. Biogas production in intermittent operation was superior to continuous operation. Reactor series performance is also compared with continuous operation using one-way ANOVA.

摘要

在本研究中,分析了改良上流式厌氧污泥床(MUASB)-固定床颗粒污泥反应器(SGBR)串联间歇运行处理合成废水的性能。该反应器系列以水力停留时间(HRT)24 h 运行。间歇运行时,反应器系列的最大化学需氧量(COD)去除率和沼气产量分别为 99 ± 0.29%和 0.529 ± 0.03 m /kg COD 。单向方差分析(ANOVA)表明,连续和间歇运行过程中沼气产量存在显著差异,而 COD 去除率相似。与连续运行相比,间歇运行使沼气产量增加了 56.05%。在整个运行期间,反应器系列保持稳定。间歇运行时,反应器系列的最大总悬浮固体(TSS)去除率和总氮(TN)去除率分别为 91.67%和 72.37%。考虑到减少运行成本和提高沼气产量以及 COD 去除率,间歇运行 MUASB-SGBR 串联是有利的。

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