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快速启动厌氧氨氧化工艺
引用本文:闾刚,徐乐中,沈耀良,吴鹏,张婷,程朝阳.快速启动厌氧氨氧化工艺[J].环境科学,2017,38(3):1116-1121.
作者姓名:闾刚  徐乐中  沈耀良  吴鹏  张婷  程朝阳
作者单位:苏州科技大学环境科学与工程学院, 苏州 215009,苏州科技大学环境科学与工程学院, 苏州 215009;江苏省水处理技术与材料协同创新中心, 苏州 215009;江苏省环境科学与工程重点实验室, 苏州 215009,苏州科技大学环境科学与工程学院, 苏州 215009;江苏省水处理技术与材料协同创新中心, 苏州 215009;江苏省环境科学与工程重点实验室, 苏州 215009,苏州科技大学环境科学与工程学院, 苏州 215009;江苏省水处理技术与材料协同创新中心, 苏州 215009;江苏省环境科学与工程重点实验室, 苏州 215009,苏州科技大学环境科学与工程学院, 苏州 215009,苏州科技大学环境科学与工程学院, 苏州 215009
基金项目:国家自然科学基金项目(51578353);江苏省自然科学基金项目(BK20160356);江苏高校优势学科建设工程项目;环境工程江苏省重点专业类项目;江苏省高校自然科学研究项目(16KJB610013);苏州科技学院科研基金青年项目(XKQ201504);江苏省2015年度普通高校研究生实践创新计划项目(SJLX15-0636)
摘    要:为研究如何获得厌氧氨氧化的快速启动工艺,采用两种不同水力流态反应器:完全混合式膜生物反应器(MBR)和推流式厌氧折流板反应器(ABR),分别接种絮状硝化污泥,考察其厌氧氨氧化快速启动性能.结果表明:两种反应器均能成功启动厌氧氨氧化,MBR启动周期(90 d)比ABR(111 d)缩短20%;稳定运行期内,MBR总氮(NH_4~+-N+NO_2~--N)平均去除负荷0.098 kg·(m3·d)-1]也明显高于ABR0.089 kg·(m3·d)-1];此外,两个反应器中污泥形态差异明显,MBR中污泥呈絮状,而ABR第1隔室中以厌氧氨氧化颗粒污泥为主;NH_4~+-N、NO_2~--N和NO_3~--N之间的定量关系分析表明:相较于ABR,MBR能实现完全的生物截留,使得系统内含有更多种类的脱氮功能菌,有利于氮素的去除.MBR在厌氧氨氧化的快速启动方面表现出更明显的优势.

关 键 词:厌氧氨氧化  膜生物反应器  厌氧折流板反应器  快速启动  脱氮
收稿时间:2016/9/6 0:00:00
修稿时间:2016/10/7 0:00:00

Quick Start-up of Anaerobic Ammonium Oxidation Process
L&#; Gang,XU Le-zhong,SHEN Yao-liang,WU Peng,ZHANG Ting and CHENG Chao-yang.Quick Start-up of Anaerobic Ammonium Oxidation Process[J].Chinese Journal of Environmental Science,2017,38(3):1116-1121.
Authors:L&#; Gang  XU Le-zhong  SHEN Yao-liang  WU Peng  ZHANG Ting and CHENG Chao-yang
Institution:School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China,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;Jiangsu Key Laboratory of Environmental Science and Engineering, Suzhou 215009, China,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;Jiangsu Key Laboratory of Environmental Science and Engineering, Suzhou 215009, China,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;Jiangsu Key Laboratory of Environmental Science and Engineering, Suzhou 215009, China,School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China and School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China
Abstract:In order to study the quick start-up process of anaerobic ammonium oxidation (ANAMMOX), two types of reactors with different hydraclic flow state inoculated with aerobic nitrifying sludge were investigated, the membrane bioreactor (MBR) and anaerobic baffled reactor (ABR), respectively. The result showed that both reactors successfully started up ANAMMOX process. The start-up period of the MBR (90 d) was 20% shorter than the ABR (111 d). During the stable operation, the average nitrogen (NH4+-N+NO2--N) removal capacity of 0.098 kg·(m3·d)-1 in the MBR was also higher than that of 0.089 kg·(m3·d)-1 in the ABR. In addition, the differences of sludge morphology were obvious in the two reactors; flocculent sludge was developed in the MBR while ANAMMOX granular sludge was mainly formed in the first compartment of the ABR. Moreover, the quantitative relationship analysis between NH4+-N, NO2--N and NO3--N showed that the MBR system contained more kinds of bacteria with nitrogen removal function, compared to the ABR, and it was therefore more conducive to the removal of nitrogen. MBR exhibited a more excellent performance for ANAMMOX start-up.
Keywords:anaerobic ammonium oxidation (ANAMMOX)  membrane bioreactor (MBR)  anaerobic baffled reactor (ABR)  quick start-up  nitrogen removal
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