期刊
BIORESOURCE TECHNOLOGY
卷 99, 期 15, 页码 7051-7062出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.biortech.2008.01.013
关键词
anaerobic treatment; municipal wastewater; HUSB; UASB
A two-stage anaerobic treatment pilot plant was tested for the treatment of raw domestic wastewater under temperatures ranging from 21 to 14 degrees C. The plant consisted of a hydrolytic upflow sludge bed (HUSB) digester (25.5 m(3)) followed by an upflow anaerobic sludge blanket (UASB) digester (20.36 m(3)). The hydraulic retention time (HRT) varied from 5.7 to 2.8 h for the first stage (HUSB digester) and from 13.9 to 6.5 h for the second stage (UASB digester). Total suspended solids (TSS), total chemical oxygen demand (TCOD), and biochemical oxygen demand (BOD) removals ranged from 76% to 89%, from 49% to 65%, and from 50% to 77%, respectively, for the overall system. The percentage of influent COD converted to methane was 36.1%, the hydrolysis of influent volatile suspended solids (VSS) reached 59.7% and excess biomass was 21.6% of the incoming VSS, Plant performance was influenced by the wastewater concentration and temperature, yet better results were obtained for influent COD higher than 250 mg/l. (c) 2008 Elsevier Ltd. All rights reserved.
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