Zhang Jie, Wang Yu-Ying, Li Dong, Liu Zhi-Cheng, Cao Si-Yu
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China.
State Key Laboratory of Urban Water Resource and Environment, School of Environment, Harbin Institute of Technology, Harbin 150090, China.
Huan Jing Ke Xue. 2020 Mar 8;41(3):1409-1417. doi: 10.13227/j.hjkx.201909217.
SBR reactors R1 and R2 were used to inoculate activated sludge from a sewage treatment plant, and domestic sewage was used as the influent. The operation was carried out using a single and multiple influent-aeration operation strategy, respectively, and the particle size change and removal effect during the operation was studied. The results show that R1 and R2 successfully achieved sludge granulation after 56 days and 39 days of operation, respectively. The concentrations (mg·L) of chemical oxygen demand, total nitrogen, and total phosphorus (TP) in the effluent of R1 and R2 after stable operation were 29.7, 13.7, 0.31, 19.2, 8.1, and 0.37, respectively. The removal rates were respectively 87.7%, 75.6%, 95.1%, and 90.1%, 85.6%, and 94.2%, and the average particle size of the particles reached 740 μm for R1 and 791 μm for R2. The results showed that for the same running time, the effluent NO-N concentration and TP concentration in R2 were lower than those in R1. In the later stage of operation, the ratio of denitrifying phosphorus-accumulating organisms (DPAO) to total phosphorus-accumulating organisms (PAOs) in R1 and R2 increased from an initial 11.17% to 25.47% and 34.08%, respectively. Compared with the one influent-aeration operation strategy, the multiple influent-aeration operation strategy had a lower concentration of NO-N in the initial stage of the startup, the PAOs received less impact, the DPAO enrichment was better, the phosphorus removal performance was better, and it helped to form aerobic granular sludge.
采用SBR反应器R1和R2接种某污水处理厂的活性污泥,以生活污水为进水。分别采用单进水曝气运行策略和多进水曝气运行策略进行运行,并研究运行过程中的粒径变化及去除效果。结果表明,R1和R2分别在运行56天和39天后成功实现了污泥颗粒化。稳定运行后,R1和R2出水的化学需氧量、总氮和总磷(TP)浓度(mg·L)分别为29.7、13.7、0.31、19.2、8.1和0.37。去除率分别为87.7%、75.6%、95.1%以及90.1%、85.6%和94.2%,颗粒的平均粒径R1达到740μm,R2达到791μm。结果表明,在相同运行时间下,R2的出水NO-N浓度和TP浓度低于R1。在运行后期,R1和R2中反硝化聚磷菌(DPAO)与总聚磷菌(PAO)的比例分别从初始的11.17%增加到25.47%和34.08%。与单进水曝气运行策略相比,多进水曝气运行策略在启动初期NO-N浓度较低,PAO受到的冲击较小,DPAO富集效果较好,除磷性能较好,且有助于形成好氧颗粒污泥。