Lü Gang, Li Tian, Xu Le-Zhong, Shen Yao-Liang, Wu Peng, Zhang Ting, Samwine Thomas
School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China.
Jiangsu Collaborative Innovation Center of Technology and Material of Water Treatment, Suzhou 215009, China.
Huan Jing Ke Xue. 2017 Oct 8;38(10):4324-4331. doi: 10.13227/j.hjkx.201704053.
In order to determine the optimal sludge source of anaerobic ammonium oxidation (ANAMMOX) and the rapid formation of ANAMMOX granular sludge, two CAMBRs (combined ABR and MBR) were compared for ANAMMOX enrichment with different inoculated sludge types, the anaerobic granular sludge (R1) and flocculent denitrifying sludge (R2). The results showed that ANAMMOX was successfully initiated after 45 d (R1) and 60 d (R2) in both reactors, respectively. The enrichment processes are divided into three different phases, lag phase, activity elevation phase, and stationary phase but the removal rules of nitrogen in each phase were different. In the steady phase, the average removal rates of NH-N and NO-N were higher than 95%. In addition, the red ANAMMOX granular sludge with the main diameter of 0.8-1.6 mm was formed in R1 while the flocculent sludge and irregular block with a low degree of granulation were mainly developed in R2. The phenomenon of red granular sludge floating in the two reactors was also observed. The quantitative relationship analysis between NH-N, NO-N, and NO-N showed the occurrence of nitrate-dependent ANAMMOX, which resulted in the oxidation of excess ammonia and the typical nitrite-dependent ANAMMOX occurred in R2.
为了确定厌氧氨氧化(ANAMMOX)的最佳污泥来源以及ANAMMOX颗粒污泥的快速形成,比较了两个复合式厌氧折流板-膜生物反应器(CAMBR,即ABR与MBR的组合),采用不同接种污泥类型(厌氧颗粒污泥(R1)和絮凝性反硝化污泥(R2))进行ANAMMOX富集。结果表明,两个反应器分别在45天(R1)和60天(R2)后成功启动了ANAMMOX。富集过程分为三个不同阶段,即停滞期、活性提升期和稳定期,但各阶段的氮去除规律不同。在稳定阶段,NH-N和NO-N的平均去除率高于95%。此外,R1中形成了主要直径为0.8 - 1.6 mm的红色ANAMMOX颗粒污泥,而R2中主要形成了絮凝性污泥和低颗粒化程度的不规则块状物。两个反应器中还观察到红色颗粒污泥上浮的现象。NH-N、NO-N和NO-N之间的定量关系分析表明存在硝酸盐依赖型ANAMMOX,这导致了过量氨的氧化,且R2中发生了典型的亚硝酸盐依赖型ANAMMOX。