Liu Hong, Peng Yong-Zhen, Lu Jiong-Yuan, Li Hui, Nan Yan-Bin, Wang Jin, Chen Yong-Zhi
School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China.
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing 100124, China.
Huan Jing Ke Xue. 2017 Nov 8;38(11):4656-4663. doi: 10.13227/j.hjkx.201704277.
Real domestic sewage was treated with sequencing batch reactors (SBR). The aerobic/anoxic modes were alternated 4 times at 30℃ and 7 times at 18℃ in a single-cycle, respectively, and the ratio of aerobic/anoxic cycles was 30 min/30 min. The influent concentration of ammonia and nitrite was 61.44 mg·L and 0.77 mg·L, respectively. After the experiments were run for 61 and 90 cycles, the effluent of the ammonia was 0.68 mg·L and 1.28 mg·L and the removal rate for ammonia was 98.94% and 99.57%, respectively. The nitrite concentrations were 20.57 mg·L and 20.18 mg·L, and the nitrite accumulation rate reached 95.92% and 99.58%, respectively. During shortcut nitrification, the activity of the ammonia oxidizing bacteria (AOB) increased gradually before finally stabilizing at 100.00%, however the activity of nitrite oxidizing bacteria (NOB) increased first and then decreased gradually, the activity of AOB exceeded NOB at 32 and 74 cycles respectively, where the AOB became the dominant bacteria and the activity of NOB was completely inhibited at 61 and 90 cycles.
采用序批式反应器(SBR)处理实际生活污水。在单个周期内,好氧/缺氧模式在30℃下交替4次,在18℃下交替7次,好氧/缺氧周期比为30分钟/30分钟。氨氮和亚硝酸盐的进水浓度分别为61.44mg·L和0.77mg·L。实验运行61个周期和90个周期后,氨氮的出水浓度分别为0.68mg·L和1.28mg·L,氨氮去除率分别为98.94%和99.57%。亚硝酸盐浓度分别为20.57mg·L和20.18mg·L,亚硝酸盐积累率分别达到95.92%和99.58%。在短程硝化过程中,氨氧化细菌(AOB)的活性先逐渐增加,最终稳定在100.00%,而亚硝酸盐氧化细菌(NOB)的活性先增加后逐渐降低,AOB的活性分别在32个周期和74个周期超过NOB,此时AOB成为优势菌,NOB的活性在61个周期和90个周期被完全抑制。