Guo Jianhua, Peng Yongzhen, Wang Shuying, Zheng Yanan, Huang Huijun, Wang Zhongwei
School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China.
Bioresour Technol. 2009 Jun;100(11):2796-802. doi: 10.1016/j.biortech.2008.12.036. Epub 2009 Feb 7.
In this study, the performance of partial nitrification via nitrite and microbial community structure were investigated and compared in two sequencing batch reactors (SBR) with different dissolved oxygen (DO) levels. Both reactors achieved stable partial nitrification with nitrite accumulation ratio of above 95% by using real-time aeration duration control. Compared with high DO (above 3 mg/l on average) SBR, simultaneous nitrification and denitrification (SND) via nitrite was carried out in low DO (0.4-0.8 mg/l) SBR. The average efficiencies of SND in high DO and low DO reactor were 7.7% and 44.9%, and the specific SND rates were 0.20 and 0.83 mg N/(mg MLSS h), respectively. Low DO did not produce sludge with poorer settling properties but attained lower turbidities of the effluent than high DO. Fluorescence in situ hybridization (FISH) analysis in both the reactors showed that ammonia-oxidizing bacteria (AOB) were the dominant nitrifying bacteria and nitrite-oxidizing bacteria (NOB) did not be recovered in spite of exposing nitrifying sludge to high DO. The morphology of the sludge from both two reactors according to scanning electron microscope indicated that small rod-shaped and spherical clusters were dominant, although filamentous bacteria and few long rod-shaped coexisted in the low DO reactor. By selecting properly DO level and adopting process control method is not only of benefit to the achievement of novel biological nitrogen removal technology, but also favorable to sludge population optimization.
本研究在两个溶解氧(DO)水平不同的序批式反应器(SBR)中,对通过亚硝酸盐的部分硝化性能和微生物群落结构进行了研究和比较。通过实时曝气持续时间控制,两个反应器均实现了稳定的部分硝化,亚硝酸盐积累率均高于95%。与高溶解氧(平均高于3mg/L)的SBR相比,低溶解氧(0.4 - 0.8mg/L)的SBR中通过亚硝酸盐进行了同步硝化反硝化(SND)。高溶解氧和低溶解氧反应器中SND的平均效率分别为7.7%和44.9%,特定SND速率分别为0.20和0.83mg N/(mg MLSS h)。低溶解氧不会产生沉降性能较差的污泥,但出水浊度低于高溶解氧。两个反应器中的荧光原位杂交(FISH)分析表明,氨氧化细菌(AOB)是主要的硝化细菌,尽管将硝化污泥暴露于高溶解氧环境中,仍未检测到亚硝酸盐氧化细菌(NOB)。根据扫描电子显微镜观察,两个反应器中污泥的形态表明,小杆状和球状聚集体占主导,尽管低溶解氧反应器中存在丝状细菌和少量长杆状细菌。通过适当选择溶解氧水平并采用过程控制方法,不仅有利于实现新型生物脱氮技术,而且有利于污泥种群优化。