首页 | 本学科首页   官方微博 | 高级检索  
     检索      

缺氧/好氧比对连续流半亚硝化稳定性的影响
引用本文:张艳辉,李冬,梁瑜海,关宏伟,赵世勋,张杰.缺氧/好氧比对连续流半亚硝化稳定性的影响[J].中国环境科学,2016,36(6):1724-1731.
作者姓名:张艳辉  李冬  梁瑜海  关宏伟  赵世勋  张杰
作者单位:1. 北京工业大学, 水质科学与水环境恢复工程北京市重点实验室, 北京 100124; 2. 哈尔滨工业大学, 城市水资源与水环境国家重点实验室, 黑龙江 哈尔滨 150090
基金项目:北京市青年拔尖团队项目
摘    要:为研究不同缺氧好氧比对半亚硝化稳定性的影响,采用连续流反应器,在常温(22~25 ℃),DO(0.3~0.5mg/L)和FA协同作用下实现了全亚硝化后,转变进水为AO除磷二级出水,并逐步向半亚硝化过渡.在此过程中考察了不同缺氧好氧比(0:1、1:1、2:1和3:1)对半亚硝化稳定性的影响.结果表明,缺氧好氧比为0:1时,很难维持低NH4+-N(40~70mg/L)亚硝化的稳定,缺氧好氧比为1:1、2:1、3:1时均能维持稳定的半亚硝化效果,相比之下缺氧好氧比为3:1时更加节能;在缺氧好氧比0:1,1:1,2:1,和3:1的过程中,氨利用速率分别提高了29.57%、44.27%、45.23%、49.63%.在整个过程中污泥沉降性能良好,SVI在65~130mL/g.

关 键 词:生活污水  半亚硝化  缺氧好氧比  氨利用速率  
收稿时间:2015-11-06

Influence of anoxic/aerobic ratio on stability of partial nitritation in a continuous flow process
ZHANG Yan-hui,LI Dong,LIANG Yu-hai,GUAN Hong-wei,ZHAO Shi-xun,ZHANG Jie.Influence of anoxic/aerobic ratio on stability of partial nitritation in a continuous flow process[J].China Environmental Science,2016,36(6):1724-1731.
Authors:ZHANG Yan-hui  LI Dong  LIANG Yu-hai  GUAN Hong-wei  ZHAO Shi-xun  ZHANG Jie
Institution:1. Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China; 2. State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China
Abstract:In order to investigate different anoxic/aerobic ratio on stability of partial nitritation (PN), continuous flow reactor was used at room temperature (22~25℃). After complete nitritation (CN) was achieved through controlling FA and DO (0.3~0.5mg/L), the effluent of Anaerobic/Oxic(A/O) process removing phosphorous wastewater was used as influent to CN. Then, CN turned to PN gradually. The influence of different anoxic/aerobic volume ratios (0:1,1:1,2:1,3:1) on stability of PN was investigated. It demonstrated that PN was difficult to mantain when treating domestic sewage containing low ammonia nitrogen (40~70mg/L) at the ratio of 0:1.However, stable PN could be maintained when the ratios were 1:1, 2:1 and 3:1. The ratio of 3:1 was more efficient than the others. In the process of 0:1, 1:1, 2:1 and 3:1, ammonia utilization rate increased by 29.57%、44.27%、45.23%、49.63%, respectively. During the whole operating period, the settleability of sludge was good with volume Index (SVI) being 65~130mL/g.
Keywords:domestic sewage  partial nitritation  anoxic/aerobic ratio  ammonia utilization rate  
本文献已被 CNKI 等数据库收录!
点击此处可从《中国环境科学》浏览原始摘要信息
点击此处可从《中国环境科学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号