Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology, Luoshi Road 122, Wuhan, Hubei 430070, China.
Research Group of Sustainable Energy, Air and Water Technology, Department of Bioscience Engineering, University of Antwerp, Groenenborgerlaan 171, 2020 Antwerpen, Belgium.
Environ Sci Technol. 2020 May 5;54(9):5822-5831. doi: 10.1021/acs.est.9b06404. Epub 2020 Apr 14.
Nitrite oxidizing bacteria (NOB) and nitrous oxide (NO) hinder the development of mainstream partial nitritation/anammox. To overcome these, endogenous free ammonia (FA) and free nitrous acid (FNA), which can be produced in the sidestream, were used for return-sludge treatment for two integrated-film activated sludge reactors containing biomass in flocs and on carriers. The repeated exposure of biomass from one reactor to FA shocks had a limited impact on NOB suppression but inhibited anammox bacteria (AnAOB). In the other reactor, repeated FNA shocks to the separated flocs failed to limit the system's nitrate production since NOB activity was still high on the biofilms attached to the unexposed carriers. In contrast, the repeated FNA treatment of flocs and carriers favored aerobic ammonium-oxidizing bacteria (AerAOB) over NOB activity with AnAOB negligibly affected. It was further revealed that return-sludge treatment with higher FNA levels led to lower NO emissions under similar effluent nitrite concentrations. On this basis, weekly 4 h FNA shocks of 2.0 mg of HNO-N/L were identified as an optimal and realistic treatment, which not only enabled nitrogen removal efficiencies of ∼65% at nitrogen removal rates of ∼130 mg of N/L/d (20 °C) but also yielded the lowest cost and carbon footprint.
亚硝酸盐氧化菌 (NOB) 和氧化亚氮 (NO) 会阻碍主流部分亚硝化/厌氧氨氧化的发展。为了克服这些问题,可以在侧流中产生内源性游离氨 (FA) 和游离亚硝酸 (FNA),并将其用于回流污泥处理,处理含有絮体和载体上生物量的两个一体化膜活性污泥反应器。一个反应器中的生物质反复暴露于 FA 冲击对 NOB 的抑制作用有限,但抑制了厌氧氨氧化菌 (AnAOB)。在另一个反应器中,将 FNA 反复冲击分离的絮体未能限制系统的硝酸盐生成,因为附着在未暴露载体上的生物膜中的 NOB 活性仍然很高。相比之下,FNA 对絮体和载体的反复处理有利于好氧氨氧化菌 (AerAOB) 活性,而对 AnAOB 的影响可以忽略不计。进一步表明,在类似的出水亚硝酸盐浓度下,采用更高 FNA 水平的回流污泥处理会导致更低的氮排放。在此基础上,确定每周 4 小时 2.0 mg 的 HNO-N/L 的 FNA 冲击为最佳和现实的处理方法,该方法不仅能够在 20°C 下约 130 mg/L/d 的氮去除率下实现约 65%的氮去除效率,而且还具有最低的成本和碳足迹。