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上流式厌氧污泥床-活性污泥组合反应器系统中的微生物活性

Microbial activity in a combined UASB-activated sludge reactor system.

作者信息

Huang J S, Wu C S, Chen C M

机构信息

Department of Environmental Engineering, Kun Shan University of Technology, Tainan County 710, Taiwan, ROC.

出版信息

Chemosphere. 2005 Nov;61(7):1032-41. doi: 10.1016/j.chemosphere.2005.03.027. Epub 2005 Apr 26.

Abstract

A combined upflow anaerobic sludge bed-activated sludge (UASB-AS) reactor system with consistently wasting of excess biomass was used to treat suspended-solids pre-settled piggery wastewater (COD=2000 mg l(-1), total Kjeldahl nitrogen TKN=400 mg l(-1), suspended solids=250-400 mg l(-1)). Thus, the activity of nitrogen-related microbial groups in each individual bioreactor was investigated. When the granules retention time (GRT) of 20-50 d in the UASB reactor, the solids retention time (SRT) of 10-25 d in the AS reactor and the recycle-to-influent ratio (Re) of 1 were maintained, the combined system removed 95-97% of chemical oxygen demand (COD), 100% of TKN and 54-55% of total nitrogen (TN). Denitrification and methanogenesis occurred in the UASB reactor so that both biochemical processes contributed to most of the COD removal and, complete nitrification (most of the TKN removal) occurred in the AS reactor. Compact granules with good settling abilities developed in the UASB reactor, and rapid rates of granulation of break-up granules in the UASB reactor were confirmed by experiments. The activity of nitrifiers and denitrifiers (an=0.68-0.87; adn=0.55-0.70) and the calculated specific nitrification and denitrification rates (qn=0.26-0.47 mg NH4+ -N mg VSS(-1)d(-1); qdn=0.046-0.076 mg NOx- -N mg VSS(-1)d(-1)) significantly increased with decreasing SRT and GRT, respectively. Accordingly, the combined UASB-AS reactor system should be regarded a promising alternative for the removal of organic carbon and nitrogen from piggery wastewater.

摘要

采用一种联合的上流式厌氧污泥床-活性污泥(UASB-AS)反应器系统,持续排泥以去除多余生物质,用于处理经悬浮固体预沉淀的猪场废水(化学需氧量COD = 2000 mg l(-1),凯氏氮TKN = 400 mg l(-1),悬浮固体 = 250 - 400 mg l(-1))。因此,对每个单独生物反应器中与氮相关的微生物群落活性进行了研究。当UASB反应器中的颗粒停留时间(GRT)保持在20 - 50天,AS反应器中的固体停留时间(SRT)保持在10 - 25天,回流比(Re)保持为1时,该联合系统去除了95 - 97%的化学需氧量(COD)、100%的TKN和54 - 55%的总氮(TN)。反硝化作用和甲烷生成在UASB反应器中发生,因此这两个生化过程对大部分COD去除都有贡献,而完全硝化作用(大部分TKN去除)在AS反应器中发生。UASB反应器中形成了沉降性能良好的密实颗粒,实验证实了UASB反应器中破碎颗粒的快速造粒速率。硝化菌和反硝化菌的活性(an = 0.68 - 0.87;adn = 0.55 - 0.70)以及计算得出的特定硝化和反硝化速率(qn = 0.26 - 0.47 mg NH4+ -N mg VSS(-1)d(-1);qdn = 0.046 - 0.076 mg NOx- -N mg VSS(-1)d(-1))分别随着SRT和GRT的降低而显著增加。因此,UASB-AS联合反应器系统应被视为从猪场废水中去除有机碳和氮的一种有前景的替代方案。

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