a Department of Environmental Engineering, Faculty of Engineering , Kasetsart University , Bangkok , Thailand.
b Chemical Resources Laboratory , Tokyo Institute of Technology , Yokohama , Japan.
J Air Waste Manag Assoc. 2018 Dec;68(12):1378-1390. doi: 10.1080/10962247.2018.1516701. Epub 2018 Oct 8.
Methane (CH) and nitrous oxide (NO) emissions from two-stage membrane bioreactor (MBR) bio-augmented by Alcaligenes faecalis no. 4 during municipal solid waste leachate treatment were investigated. The system was operated at hydraulic retention time (HRT) of 2.5 and 1 days in each reactor under the presence and absence of sludge recirculation. Alcaligenes faecalis no. 4 bio-augmentation helped improving organic carbon and nitrogen removals while reducing CH and NO emissions. CH and NO emissions were decreased by 46% and 85% when A. faecalis no. 4 was introduced at HRT of 2.5 days. Under the presence of A. faecalis no. 4, the operation of two-stage MBR with sludge recirculation could reduce CH and NO emissions by 51% and 54% as compared to its operation without sludge recirculation. An operation under short HRT of 1 day also yielded high organic carbon and nitrogen removals of more than 85% while emitting lower CH and NO emission of 6.7% C and 0.04% N when operated with sludge recirculation. Implications: A two-stage membrane bioreactor was effectively applied to the treatment of concentrated leachate (BOD~20,000 mg/L) at a short hydraulic retention time of 2.5 days and 1 day. About 80% of CH and NO was emitted from the anaerobic and aerobic reactors, respectively. Introduction of Alcaligenes faecalis no. 4 reduced CH and NO emissions in both reactors as it became the predominant microorganism under an elevated pH condition. Lower CH and NO emissions were achieved under a sludge recirculation operation, as Alcaligenes faecalis no. 4 could suppress methanogenic activities in the anaerobic reactor and converted a majority of nitrogen into its cell mass, thus reducing NO production through a biological nitrification-denitrification pathway.
采用两段式膜生物反应器(MBR)处理城市固体废物渗滤液,投加噬碱菌(Alcaligenes faecalis no.4)进行生物增强,研究了该系统在水力停留时间(HRT)分别为 2.5 和 1 天时,在有无污泥回流条件下的甲烷(CH)和氧化亚氮(NO)排放情况。投加噬碱菌(Alcaligenes faecalis no.4)有助于提高有机碳和氮的去除率,同时降低 CH 和 NO 的排放量。当 HRT 为 2.5 天时投加噬碱菌(Alcaligenes faecalis no.4),CH 和 NO 的排放量分别降低了 46%和 85%。在投加噬碱菌(Alcaligenes faecalis no.4)的情况下,采用两段式 MBR 并进行污泥回流操作,与不进行污泥回流相比,可分别降低 CH 和 NO 的排放量 51%和 54%。在 HRT 较短(1 天)的情况下运行,当进行污泥回流时,仍可获得 85%以上的高有机碳和氮去除率,同时 CH 和 NO 的排放量分别为 6.7% C 和 0.04% N。结论:两段式膜生物反应器有效地应用于浓缩渗滤液(BOD20,000mg/L)的处理,HRT 较短,分别为 2.5 天和 1 天。约 80%的 CH 和 NO 分别从厌氧和好氧反应器中排放出来。投加噬碱菌(Alcaligenes faecalis no.4)降低了两个反应器中的 CH 和 NO 排放量,因为在较高 pH 条件下,它成为优势微生物。在污泥回流操作下,CH 和 NO 的排放量较低,因为噬碱菌(Alcaligenes faecalis no.4)能够抑制厌氧反应器中的产甲烷活性,并将大部分氮转化为其细胞物质,从而通过生物硝化-反硝化途径减少 NO 的产生。