Tongji University, College of Environmental Science and Engineering, Key Laboratory of Yangtze River Water Environment, Ministry of Education, 200092, PR China.
Tongji University, College of Environmental Science and Engineering, Key Laboratory of Yangtze River Water Environment, Ministry of Education, 200092, PR China; Shanghai Institute of Pollution Control and Ecological Security, Shanghai 200092, PR China; Shanghai Engineering Research Center of Landscape Water Environment, Shanghai 200031, PR China.
Sci Total Environ. 2020 Jun 15;721:137689. doi: 10.1016/j.scitotenv.2020.137689. Epub 2020 Mar 4.
Step-feeding (SF) strategies have been adopted in several types of constructed wetlands (CWs) to enhance nitrogen (N) removal. However, it is unclear how SF affects the N-transforming bacterial communities in CWs. Herein, four multi-stage vertical flow constructed wetlands (MS-VFCWs), each including three vertical flow stages (stage 1-3), were operated under different SF ratios (0%, 10%, 20% and 30%) in the stage 2. The physicochemical influent and effluent parameters, i.e., redox potential (ORP), pH value, chemical oxygen demand (COD), total nitrogen (TN), ammonia (NH-N), nitrate (NO-N), and nitrite (NO-N), free-ammonia (FA) concentration, COD/TN ratio, as well as the abundance, structure, and activity of N-transforming bacteria were investigated. Results showed that N removal in a multi-stage vertical flow constructed wetland in the absence of SF was 45.0 ± 7.74%. Alternatively, a combined SF ratio of 20% increased N removal to 61.7% ± 4.50%, accounting for a 37.1% increase compared to the SF ratio of 0%. In the microbial community, FA was determined to be the primary physicochemical parameter governing nitrification processes in MS-VFCWs. Further, partial nitrification processes played an important role in ammonium removal during stage 1, while ammonia-oxidizing archaea were major contributors to ammonium removal in stage 3. Furthermore, abundance of nitrite reductase genes (nirS, nirK) and relative abundance of denitrifying bacteria increased with increasing SF ratio; while the nirS/nirK ratio and the alpha diversity of nirK denitrifiers were significantly affected by SF ratios, and the influent NO-N concentration was related to a shift in denitrifier composition toward strains containing the nirS gene. Autotrophic (e.g., Thiobacillus, Sulfurimonas, Arenimonas, Gallionella and Methyloparacoccus) and facultative chemolithoautotrophic (e.g., Pseudomonas and Denitratisoma) denitrifying bacteria were enriched in stage 2. Hence, the synergy between heterotrophic and autotrophic denitrifying bacteria promoted excellent N removal efficiency with a low COD/TN ratio.
分步进水(SF)策略已被应用于几种类型的人工湿地(CWs)中,以增强氮(N)去除。然而,SF 如何影响 CWs 中的氮转化细菌群落尚不清楚。在此,采用四个多阶段垂直流人工湿地(MS-VFCWs),每个湿地包括三个垂直流阶段(阶段 1-3),在阶段 2 中分别采用不同的 SF 比(0%、10%、20%和 30%)进行操作。研究了理化进水和出水参数,即氧化还原电位(ORP)、pH 值、化学需氧量(COD)、总氮(TN)、氨(NH-N)、硝酸盐(NO-N)和亚硝酸盐(NO-N)、游离氨(FA)浓度、COD/TN 比,以及氮转化细菌的丰度、结构和活性。结果表明,在没有 SF 的多阶段垂直流人工湿地中,N 去除率为 45.0±7.74%。相反,20%的组合 SF 比将 N 去除率提高到 61.7%±4.50%,与 0%的 SF 比相比,增加了 37.1%。在微生物群落中,FA 被确定为 MS-VFCWs 中硝化过程的主要理化参数。此外,部分硝化过程在阶段 1 中对铵去除起重要作用,而氨氧化古菌是阶段 3 中铵去除的主要贡献者。此外,亚硝酸盐还原酶基因(nirS、nirK)的丰度和反硝化细菌的相对丰度随 SF 比的增加而增加;而 nirS/nirK 比和 nirK 反硝化细菌的 alpha 多样性受 SF 比的显著影响,进水 NO-N 浓度与反硝化菌组成向含有 nirS 基因的菌株的转变有关。自养(如 Thiobacillus、Sulfurimonas、Arenimonas、Gallionella 和 Methyloparacoccus)和兼性化能自养(如 Pseudomonas 和 Denitratisoma)反硝化细菌在阶段 2 中得到了富集。因此,异养和自养反硝化细菌之间的协同作用促进了具有低 COD/TN 比的优异 N 去除效率。