Integration of a pure moving bed biofilm reactor process into a large micro-polluted water treatment plant. (21st November 2022)

• Record Type: Journal Article
• Authors: Han, Wenjie; Zhou, Jiazhong; Sheng, Deyang; Wu, Di; Zhou, Haoran; Yang, Zhongqi; Yin, Jianwen; Xia, Chao; Kan, Yujiao; He, Junguo
• Is Part Of: Water science and technology. Volume 86:Number 12(2022)
• Page Start: 3051
• Page End: 3066
• Publication Date: 2022-11-21
• Subjects: biofilm -- influence factor -- micro-polluted water -- oxygen utilization rate -- start-up -- suspended carrier; Water -- Pollution; Sewage -- Purification; Water quality management; Periodicals; 628.168
• DOI: 10.2166/wst.2022.380
• Languages: English
• ISSNs: 0273-1223

Abstract

Abstract: The pure-MBBR process was applied to remove ammonia in a full-scale micro-polluted-water treatment plant with a daily treatment capacity of 260 × 10 4 m 3 /d, Guangdong, China. The relationship between treatment efficiency, physical and chemical properties and microbial diversity in the process of biofilm growth was explored, and the oxygen transfer model of biofilm was established. The results show that the effluent of two-stage pure MBBR process is stable and up to standard after 10 days' incubation. The nitrification loads of two-stage biofilm was stable on the 14th day. The biomass and biofilm thickness lagged behind the nitrification load, and reached a relatively stable level on the 28th day. The species richness of biofilm basically reached a stable level on the 21st day, and the microbial diversity of primary biofilm was higher. In the primary and secondary stage at different periods, the relative abundance of dominant nitrifying bacteria Nitrospira reaches 8.48–13.60%, 6.48–9.27%, and Nitrosomonas reaches 2.89–5.64%, 0.00–3.48%. The pure MBBR system mainly adopts perforated aeration. Through the cutting and blocking of bubbles by suspended carriers, the oxygen transfer rate of the system was greatly improved. HIGHLIGHTS: The MBBR process was integrated into a micro-polluted-water treatment plant of 2.6 million tons daily. The nitrification load, biomass, and biofilm thickness stabilized after 10, 14, and 28 d, respectively. The dominant microorganisms at genus level were Nitrospira, Hyphomicrobium, Pedomicrobium, Nitrosomonas, and Pedobacter . Graphical Abstract