Department of Civil and Environmental Engineering, Northeastern University, 360 Huntington Avenue, Boston, Massachusetts 02115, United States.
School of Civil and Environmental Engineering, Georgia Institute of Technology, 311 Ferst Drive, Atlanta, Georgia 30318, United States.
Environ Sci Technol. 2023 Mar 28;57(12):5013-5023. doi: 10.1021/acs.est.2c09223. Epub 2023 Mar 13.
Cooperation between comammox and anammox bacteria for nitrogen removal has been recently reported in laboratory-scale systems, including synthetic community constructs; however, there are no reports of full-scale municipal wastewater treatment systems with such cooperation. Here, we report intrinsic and extant kinetics as well as genome-resolved community characterization of a full-scale integrated fixed film activated sludge (IFAS) system where comammox and anammox bacteria co-occur and appear to drive nitrogen loss. Intrinsic batch kinetic assays indicated that majority of the aerobic ammonia oxidation was driven by comammox bacteria (1.75 ± 0.08 mg-N/g TS-h) in the attached growth phase, with minimal contribution by ammonia-oxidizing bacteria. Interestingly, a portion of total inorganic nitrogen (∼8%) was consistently lost during these aerobic assays. Aerobic nitrite oxidation assays eliminated the possibility of denitrification as a cause of nitrogen loss, while anaerobic ammonia oxidation assays resulted in rates consistent with anammox stoichiometry. Full-scale experiments at different dissolved oxygen (DO = 2 - 6 mg/L) setpoints indicated persistent nitrogen loss that was partly sensitive to DO concentrations. Genome-resolved metagenomics confirmed the high abundance (relative abundance 6.53 ± 0.34%) of two like anammox populations, while comammox bacteria within the Nitrospira nitrosa cluster were lower in abundance (0.37 ± 0.03%) and -like ammonia oxidizers were even lower (0.12 ± 0.02%). Collectively, our study reports for the first time the co-occurrence and cooperation of comammox and anammox bacteria in a full-scale municipal wastewater treatment system.
近年来,在实验室规模的系统中,包括人工合成群落结构,已经报道了 comammox 和 anammox 细菌之间的氮去除合作;然而,没有关于具有这种合作的全规模城市废水处理系统的报告。在这里,我们报告了内在的和现存的动力学以及全规模集成固定膜活性污泥(IFAS)系统的基因组解析群落特征,其中 comammox 和 anammox 细菌共存并似乎驱动氮损失。内在的批处理动力学测定表明,附着生长阶段的好氧氨氧化主要由 comammox 细菌(1.75 ± 0.08 mg-N/g TS-h)驱动,氨氧化细菌的贡献最小。有趣的是,在这些好氧测定中,约 8%的总无机氮(∼8%)始终被损失。好氧亚硝酸盐氧化测定排除了反硝化作为氮损失的原因的可能性,而厌氧氨氧化测定导致与氨氧化化学计量学一致的速率。在不同溶解氧(DO = 2 - 6 mg/L)设定点的全规模实验表明,持续的氮损失部分对 DO 浓度敏感。基因组解析宏基因组学证实了两种类似 anammox 的种群的高丰度(相对丰度 6.53 ± 0.34%),而在 Nitrospira nitrosa 簇内的 comammox 细菌丰度较低(0.37 ± 0.03%),-样氨氧化菌甚至更低(0.12 ± 0.02%)。总的来说,我们的研究首次报道了 comammox 和 anammox 细菌在全规模城市废水处理系统中的共存和合作。