Zhang Jie, Mei Ning, Liu Meng-Hao, Ye Xue-Song, Li Dong
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China.
State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China.
Huan Jing Ke Xue. 2020 Mar 8;41(3):1236-1245. doi: 10.13227/j.hjkx.201909268.
In a groundwater plant we carried out a process operation test of biological removal of iron and manganese nitrification coupled with completely autotrophic ammonium removal over nitrite (CANON) (Fe(Ⅱ) 2.91-6.35 mg·L, Mn(Ⅱ) 0.47-0.98 mg·L, NH-N 1.15-2.26 mg·L) at low temperature (6-8℃), to explore the effects of filter speed and water quality on ammonia nitrogen removal. The results showed that the mature low-temperature biological filter column, which had been out of service for one month, was cultured for 40 days at a filtration rate of 2 m·h and successfully started. In this process, when the water inlet concentration remained the same, the improved filter speed would reduce the efficiency of ammonia nitrogen capture by the filter column, increase the concentration of ammonia nitrogen in the depth of the filter layer, and improve the efficiency of ammonia nitrogen ions capture by anaerobic ammonia oxidation bacteria (AnAOB) in the depth of the filter layer, so that the ammonia nitrogen removed by CANON in the water increased, while the ammonia nitrogen removed by nitrification decreased. When the filter speed remained unchanged, the concentration of ammonia nitrogen in water was increased to make the ammonia nitrogen with higher concentration enter the filter layer, which increased the concentration of ammonia nitrogen in the zone where ammonia nitrogen and nitrous nitrogen coexist, and improved the net catching efficiency of AnAOB on ammonia nitrogen ions in the filter layer, thus resulting in an increase in ammonia nitrogen removed by CANON.
在一座地下水处理厂,我们在低温(6 - 8℃)条件下进行了生物除铁除锰硝化耦合亚硝酸盐型完全自养氨氮去除(CANON)工艺运行试验(Fe(Ⅱ) 2.91 - 6.35 mg·L,Mn(Ⅱ) 0.47 - 0.98 mg·L,NH - N 1.15 - 2.26 mg·L),以探究滤速和水质对氨氮去除的影响。结果表明,停用一个月的成熟低温生物滤柱在过滤速率为2 m·h的条件下培养40天成功启动。在此过程中,进水浓度不变时,提高滤速会降低滤柱对氨氮的截留效率,增加滤层深度处氨氮浓度,提高滤层深度处厌氧氨氧化菌(AnAOB)对氨氮离子的截留效率,使水中CANON去除的氨氮增加,而硝化作用去除的氨氮减少。当滤速不变时,提高水中氨氮浓度使更高浓度的氨氮进入滤层,增加氨氮与亚硝酸盐氮共存区域的氨氮浓度,提高滤层中AnAOB对氨氮离子的净截留效率,从而导致CANON去除的氨氮增加。