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不同污泥浓度下缺氧FNA对硝化菌活性的影响
引用本文:吕心涛,周桐,田夏迪,谷鹏超,杨岸明,王佳伟,张树军.不同污泥浓度下缺氧FNA对硝化菌活性的影响[J].环境科学,2019,40(7):3195-3200.
作者姓名:吕心涛  周桐  田夏迪  谷鹏超  杨岸明  王佳伟  张树军
作者单位:北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124;北京市污水资源化工程技术研究中心,北京100124;北京城市排水集团有限责任公司,北京 100044;北京城市排水集团有限责任公司科技研发中心,北京 100124
基金项目:北京市科技计划项目;国家重点研发计划项目
摘    要:为了考察不同污泥浓度(MLSS)下缺氧游离亚硝酸(FNA)对氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)活性的抑制影响,采用序批式反应器(SBR),基于4种MLSS(8 398、11 254、15 998和19 637 mg·L~(-1))的全程硝化污泥条件下,通过批次试验深入研究4种MLSS下的全程硝化活性污泥经过缺氧FNA(初始浓度为1. 3 mg·L~(-1))处理48 h后,AOB和NOB活性的变化情况.结果表明,缺氧FNA处理活性污泥48 h后,p H值升高0. 9左右,NO2--N浓度并未明显下降;过曝气下,NH4+-N浓度逐渐降解至0 mg·L~(-1),NH4+-N去除速率逐渐升高至4. 4~6. 8 mg·(L·h)-1,并随着抑制MLSS的升高,其所用时越短;抑制MLSS为8 398、11 254、15 998和19 637 mg·L~(-1)时,分别过曝气0~396、0~396、0~372和0~168 h内,亚硝酸盐累积率(NAR)均大于92%,当分别曝气至468、468、444和264 h时,NO2--N浓度和NAR分别降为0 mg·L~(-1)和0%,NO3--N浓度均升高至最高,其值分别为42. 6、49. 9、42. 9和47. 9 mg·L~(-1).

关 键 词:游离亚硝酸  缺氧  污泥浓度  亚硝酸盐积累率  去除速率  硝化菌活性
收稿时间:2018/12/10 0:00:00
修稿时间:2019/2/20 0:00:00

Effect of Free Nitrous Acid on the Activity of Nitrifying Bacteria in Different Sludge Concentrations Under Anoxic Conditions
L&#; Xin-tao,ZHOU Tong,TIAN Xia-di,GU Peng-chao,YANG An-ming,WANG Jia-wei and ZHANG Shun-jun.Effect of Free Nitrous Acid on the Activity of Nitrifying Bacteria in Different Sludge Concentrations Under Anoxic Conditions[J].Chinese Journal of Environmental Science,2019,40(7):3195-3200.
Authors:L&#; Xin-tao  ZHOU Tong  TIAN Xia-di  GU Peng-chao  YANG An-ming  WANG Jia-wei and ZHANG Shun-jun
Institution:Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China,Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China,Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China,Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China,Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China,Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China and Beijing Wastewater Resourceful Engineering Technology Research Center, Beijing 100124, China;Beijing Drainage Group Co., Ltd., Beijing 100044, China;Research and Development Center of Beijing Drainage Group Technology, Beijing 100124, China
Abstract:This study investigated the inhibitory effect of free nitrous acid (FNA) on the activity of ammonia oxidizing bacteria (AOB) and nitrite oxidizing bacteria (NOB) under anoxic conditions with different mixed liquid suspended solids (MLSS). Sequencing batch reactors were used to study the changes in the activity of AOB and NOB in nitrifying activated sludge based on four different MLSS (8398, 11254, 15998, and 19637 mg·L-1), after treatment, under anoxic conditions with FNA (at an initial concentration of 1.3 mg·L-1) for 48 h. The results showed that the pH increased by approximately 0.9, but the concentration of NO2--N did not decrease significantly. With over-aeration, the concentration of NH4+-N gradually degraded to 0 mg·L-1, and the removal rate of NH4+-N gradually increased to a maximum of 4.4-6.8 mg·(L·h)-1 which time used was shorter with the increase of the inhibition MLSS. The nitrite accumulation rate was more than 92% when the sludge concentration was 8398, 11254, 15998, and 19637 mg·L-1 and with over-aeration for 0-396 h, 0-396 h, 0-372 h, and 0-168 h, respectively. When aerated for 468 h, 468 h, 444 h, and 264 h, the NO2--N concentration and NAR decreased to 0, and NO3--N concentrations increased to their highest with the values of 42.6, 49.9, 42.9, and 47.9 mg·L-1 respectively.
Keywords:free nitrous acid  anoxic  sludge concentration  nitrite accumulation ratio  removal rate  activity of nitrifying bacteria
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