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接种湿地底泥的Anammox反应器启动特性
引用本文:樊沈毅, 程子波, 肖付耀, 吴昊, 邹华. 接种湿地底泥的Anammox反应器启动特性[J]. 环境工程学报, 2021, 15(11): 3718-3728. doi: 10.12030/j.cjee.202109011
作者姓名:樊沈毅  程子波  肖付耀  吴昊  邹华
作者单位:1.江南大学环境与土木工程学院, 无锡214122; 2.江苏省厌氧生物技术重点实验室, 无锡214122; 3.苏州锐诚环保技术有限公司, 苏州215500; 4.苏州科技大学,江苏省水处理技术与材料协同创新中心, 苏州215009
基金项目:国家自然科学基金;江苏省自然科学基金资助项目;江苏省厌氧生物技术重点实验室开放基金资助项目
摘    要:在3台UASB反应器中分别以厌氧颗粒污泥、湿地底泥以及二者的混合物(污泥浓度比为1∶1)为接种污泥启动厌氧氨氧化(Anaerobic ammonium oxidation,Anammox)反应器,考察了以湿地底泥为接种物启动Anammox反应器的可行性.结果 表明,接种厌氧颗粒污泥的反应器经过183 d启动运行,仍未出...

关 键 词:厌氧氨氧化  湿地底泥  启动过程  微生物群落
收稿时间:2021-09-03

Start up characteristics of Anammox reactor inoculated with wetland sediment
FAN Shenyi, CHENG Zibo, XIAO Fuyao, WU Hao, ZOU Hua. Start up characteristics of Anammox reactor inoculated with wetland sediment[J]. Chinese Journal of Environmental Engineering, 2021, 15(11): 3718-3728. doi: 10.12030/j.cjee.202109011
Authors:FAN Shenyi  CHENG Zibo  XIAO Fuyao  WU Hao  ZOU Hua
Affiliation:1.School of Environmental and Civil Engineering, Jiangnan University, Wuxi 214122, China; 2.Jiangsu Key Laboratory of Anaerobic Biotechnology, Wuxi 214122, China; 3.Co. Ltd. of Suzhou Ruicheng Environmental Technology, Suzhou 215500, China; 4.Jiangsu Collaborative Innovation Center of Technology and Material of Water Treatment, Suzhou University of Science and Technology, Suzhou 215009, China
Abstract:Anaerobic granular sludge, wetland sediment and their mixture (SS ratio of 1∶1) were used as inoculated sludge to start the Anammox reactor in three UASB tanks, and the feasibility of starting Anammox reactor with wetland sediment as inoculum was investigated. The results showed that the USAB inoculated with anaerobic granular sludge didn’t present the obvious Anammox reaction characteristics after 183 days of start-up operation. The USAB inoculated with mixed sludge began to show obvious Anammox reaction characteristics on day 125, which was shorter than USAB inoculated with wetland sediment on day 155. After the start-up and stable operation of the Anammox reactor, the total nitrogen concentration in the effluent could be reduced to less than 90 mg·L−1 under the conditions of the total nitrogen concentration in the influent of 275 mg·L−1 and the load of 0.275 kg·(m3·d)−1. The TN removal rates of the Anammox reactor inoculated with wetland sediments and mixed sludge reached 74.49% and 67.12%, respectively. The high-throughput results showed that the Anammox bacteria in the two reactors were Candidatus Brocadia, and their abundances reached 9.82% and 10.70%, respectively.
Keywords:Anammox  wetland sediment  start process  microbial community
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