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A~2/O-曝气生物滤池工艺处理低C/N比生活污水脱氮除磷
引用本文:陈永志,彭永臻,王建华,张良长.A~2/O-曝气生物滤池工艺处理低C/N比生活污水脱氮除磷[J].环境科学学报,2010,30(10):1957-1963.
作者姓名:陈永志  彭永臻  王建华  张良长
作者单位:北京工业大学北京市水质科学与水环境恢复工程重点试验室,北京,100124
基金项目:国家重点实验室开放基金
摘    要:以低C/N比实际生活污水为研究对象,重点考查了A2/O-曝气生物滤池生化系统的脱氮除磷特性.同时,考虑到A2/O工艺的主要功能是除磷及反硝化,而曝气生物滤池则以硝化为目的.因此,通过缩短A2/O的泥龄,可将硝化过程从A2/O中分离出去,让曝气生物滤池完成硝化,实现硝化菌和聚磷菌的分离,并解决了硝化菌和聚磷菌泥龄之间的矛盾.试验结果表明,该生化系统可实现有机物、氮和磷的同步去除.在平均C/N比为4.2,内回流比R为250%的条件下,平均进水COD、TN、TP分别为239.9、57.3和5.1mg·L-1,平均最终出水COD、TN、TP分别为34.1、13.3和0.1mg·L-1,去除率分别为85.8%、76.9%和98.3%.曝气生物滤池对氨氮几乎保持了100%的去除率.序批试验表明,反硝化聚磷菌占聚磷菌的比例为40.5%.

关 键 词:A2/O-曝气生物滤池工艺  脱氮除磷  泥龄  内循环回流比R  低C/N比  反硝化除磷
收稿时间:2009/12/20 0:00:00
修稿时间:3/7/2010 11:17:37 PM

Biological phosphorus and nitrogen removal in low C/N ratio domestic sewage treatment by a A2/O-BAF combined system
CHEN Yongzhi,PENG Yongzhen,WANG Jianhua and ZHANG Liangchang.Biological phosphorus and nitrogen removal in low C/N ratio domestic sewage treatment by a A2/O-BAF combined system[J].Acta Scientiae Circumstantiae,2010,30(10):1957-1963.
Authors:CHEN Yongzhi  PENG Yongzhen  WANG Jianhua and ZHANG Liangchang
Institution:Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124,Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124,Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124 and Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124
Abstract:The behavior of biological phosphorus (P) and nitrogen (N) removal in a lab-scaled anaerobic/anoxic/oxic (A2/O)-biological aerated filter (BAF) combined system were investigated during the treatment of real domestic sewage with low C/Nratio.In order to solve the conflict of sludge retention time (SRT)between nitrifiers and polyphosphate-accumulating organisms(PAOs),a short SRTwas applied in the A2/Oreactor to wash out the nitrifiers.Therefore,in the system,the A2/Oreactor was mainly used for Premoval and denitrification and the BAFreactor was used for nitrification.The experimental results clearly showed that COD,Nand Pcan be simultaneously removed in this combined system.When the C/Nratio was 4.2 and the internal recycle ratio was 250%,the concentrations of COD,total nitrogen (TN) and total phosphorus(TP)were reduced from 239.9 mg·L-1,57.3 mg·L-1 and 5.1 mg·L-1 in the raw waste water to 34.1 mg·L-1,13.3 mg·L-1 and 0.1 mg·L-1 in the effluent,respectively.The removal efficiencies of COD,TNand TPreached to 85.8%,76.9% and 98.3%,respectively.In addition,almost 100% ammonium nitrogen removal efficiency was achieved in the BAFreactor.Batch tests showed that the population of denitrifying phosphate-accumulating organisms (DPAOs) was up to 40.5% of the total PAOs.
Keywords:the A2/O-BAF combined process  biological phosphorus and nitrogen removal  sludge retention time (SRT)  the internal recycle ratio (R)  the low C/N ratio  denitrifying phosphorus removal
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