Cheng Shuo, Li Dong, Zhang Jie, Li Shuai, Cao Rui-Hua, Lü Sai-Sai
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 Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China.
Huan Jing Ke Xue. 2018 Mar 8;39(3):1286-1293. doi: 10.13227/j.hjkx.201708209.
The impact of different aeration positions on startup and operation of the continuous flow CANON granular sludge process was considered by inoculating flocculent ANAMMOX activated sludge at room temperature (25±1)℃ in two sets of AUSB reactors. The aeration unit of R1 was installed 0.3 m above the base, while the aeration unit of R2 was set at the bottom. R1 and R2 successfully developed the granule CANON process on the 43rd d and 56th d, respectively. The mean particle diameter of R1 granular sludge increased to 214.79 μm, and the eigenvalue (△NO-N/△TN) was maintained at 0.128; whereas, the granular sludge size of R2 rose to 205.27 μm with an eigenvalue maintained at 0.129. The nitrogen loading rate (NLR) was gradually increased in the low ammonia-nitrogen (90 mg·L) wastewater within R1 and R2. This was more beneficial in R1, resulting in the persistent growth of CANON granular sludge and the enhancement of the systematic nitrogen removal rate (NRR). The average particle diameter of R1 rose to 507.46 μm in 88 d, while NRR reached up to 0.277 kg·(m·d). R2 granule sludge particle size was 467.72 μm after 108 d of cultivation, and achieved a 0.243 kg·(m·d)NRR, which was 87.73% of that in R1. During the course of steady operation, the specific anoxic/aerobic mode of R1 effectively suppressed NOB microbial activity, the eigenvalue remained around 0.127±0.003, and the NRR of R1 was maintained at about (0.262±0.019) kg·(m·d). However, NOB was propagated observably in the continuously aerobic R2, whose eigenvalue rose to 0.136±0.004, while NRR was merely (0.231±0.015) kg·(m·d) after 125 d of long-term operation. During the whole experiment period, the intermediate-setting aerated AUSB accelerated the formation of CANON granular sludge evolving from flocculent ANAMMOX sludge, and better nitrogen removal performance and operational stability were achieved.
通过在两套AUSB反应器中于室温(25±1)℃接种絮凝性厌氧氨氧化活性污泥,考察了不同曝气位置对连续流CANON颗粒污泥工艺启动和运行的影响。R1的曝气装置安装在距底部0.3 m处,而R2的曝气装置设置在底部。R1和R2分别在第43天和第56天成功实现了颗粒CANON工艺。R1颗粒污泥的平均粒径增加到214.79μm,特征值(△NO-N/△TN)保持在0.128;而R2的颗粒污泥尺寸增加到205.27μm,特征值保持在0.129。在R1和R2内的低氨氮(90 mg·L)废水中,氮负荷率(NLR)逐渐增加。这对R1更有利,导致CANON颗粒污泥持续生长,系统脱氮率(NRR)提高。88 d内R1的平均粒径增加到507.46μm,而NRR达到0.277 kg·(m·d)。培养108 d后,R2颗粒污泥粒径为467.72μm,NRR达到0.243 kg·(m·d),为R1的87.73%。在稳定运行过程中,R1特定的缺氧/好氧模式有效抑制了亚硝酸盐氧化菌(NOB)微生物活性,特征值保持在0.127±0.003左右,R1的NRR保持在约(0.262±0.019)kg·(m·d)。然而,在持续好氧的R2中,NOB明显繁殖,其特征值上升到0.136±0.004,而经过125 d长期运行后,NRR仅为(0.231±0.015)kg·(m·d)。在整个实验期间,中间设置曝气的AUSB加速了由絮凝性厌氧氨氧化污泥演变成的CANON颗粒污泥的形成,并实现了更好的脱氮性能和运行稳定性。