Li Dong, Cui Ya-Qian, Zhao Shi-Xun, Liu Zhi-Cheng, Zhang Jie
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. 2019 Jan 8;40(1):376-382. doi: 10.13227/j.hjkx.201806214.
To study the effect of the startup strategies on the simultaneous partial nitrification, ANAMMOX, and denitrification (SNAD) granular sludge processes, these processes were initiated by starting the completely autotrophic nitrogen removal over nitrite (CANON) process and anaerobic ammonia oxidation-denitrification (SAD) process at 12.7℃ and 18.3℃, respectively. The results show that the ammonia nitrogen was almost completely removed and the total nitrogen removal rate reached 86.7% after the R1 reactor was successfully started. When the ammonia concentration was low, the total nitrogen removal rate in the effluent decreased to 75.3%, the total nitrogen concentration in the effluent was10 mg·L, and excessive proliferation of the NOB was observed. The total nitrogen concentration in the effluent exceeded the 1A level of the integrated discharge standard of water pollutants applied in Beijing City. After the R2 reactor was successfully started, the effluent contained almost no ammonia nitrogen and the total nitrogen removal rate was89.1%, that is, slightly higher than that of the R1 reactor. When the ammonia concentration was low, the concentration of ammonia nitrogen in effluent was less than 1.0 mg·L and the total nitrogen concentration in the effluent was less than 6 mg·L. The concentrations of ammonia nitrogen and total nitrogen in the effluent reached the 1A level of the integrated discharge standard of water pollutants applied in Beijing City. First, the startup of the SAD process gradually eliminated the NOB from the system through anaerobic operation in the initial stage of the startup, maintained the stability of the system, provided a good basis for the subsequent aeration to start the SNAD process, maintained the stable operation of the reactor, and the long-term discharge of total nitrogen reached the standard.
为研究启动策略对同步短程硝化、厌氧氨氧化和反硝化(SNAD)颗粒污泥工艺的影响,分别通过在12.7℃和18.3℃启动亚硝酸盐完全自养脱氮(CANON)工艺和厌氧氨氧化-反硝化(SAD)工艺来启动这些工艺。结果表明,R1反应器成功启动后,氨氮几乎被完全去除,总氮去除率达到86.7%。当氨浓度较低时,出水总氮去除率降至75.3%,出水总氮浓度约为10 mg·L,观察到亚硝酸盐氧化菌(NOB)过度增殖。出水总氮浓度超过北京市水污染物综合排放标准的一级A标准。R2反应器成功启动后,出水中几乎不含氨氮,总氮去除率约为89.1%,即略高于R1反应器。当氨浓度较低时,出水氨氮浓度小于1.0 mg·L,出水总氮浓度小于6 mg·L。出水氨氮和总氮浓度达到北京市水污染物综合排放标准的一级A标准。首先,SAD工艺的启动在启动初期通过厌氧运行逐渐从系统中消除了NOB,维持了系统的稳定性,为后续曝气启动SNAD工艺提供了良好基础,维持了反应器的稳定运行,总氮长期排放达标。