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内循环对A2/O-曝气生物滤池工艺脱氮除磷特性影响
引用本文:陈永志,彭永臻,王建华,张良长.内循环对A2/O-曝气生物滤池工艺脱氮除磷特性影响[J].环境科学,2011,32(1):193-198.
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:国家水体污染控制与治理科技重大专项(2008ZX07317-007-105,2008ZX07209-003); “城市水资源与水环境国家重点实验室”开放基金项目(QAK200802)
摘    要:在原水温度为15℃和C/N为4.9的条件下,以实际生活污水为研究对象,重点考察了内回流比为100%、200%、300%和400%时小试规模A2/O-曝气生物滤池工艺脱氮除磷特性.结果表明,该生化系统可实现有机物、氮和磷的同步深度去除.在总HRT为8.0 h、SRT为15 d、污泥回流比为100%和MLSS为4.0 g·...

关 键 词:A2/O-曝气生物滤池工艺  内回流比  深度脱氮除磷  反硝化除磷  去除率  低C/N
收稿时间:2010/1/15 0:00:00
修稿时间:2010/3/26 0:00:00

Effect of Internal Recycle Ratio on Nitrogen and Phosphorus Removal Characteristics in A2/O-BAF Process
CHEN Yong-zhi,PENG Yong-zhen,WANG Jian-hua and ZHANG Liang-chang.Effect of Internal Recycle Ratio on Nitrogen and Phosphorus Removal Characteristics in A2/O-BAF Process[J].Chinese Journal of Environmental Science,2011,32(1):193-198.
Authors:CHEN Yong-zhi  PENG Yong-zhen  WANG Jian-hua and ZHANG Liang-chang
Institution:CHEN Yong-zhi,PENG Yong-zhen,WANG Jian-hua,ZHANG Liang-chang(Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering,Beijing University of Technology,Beijing 100124,China)
Abstract:The behaviors of biological phosphorus (P) and nitrogen (N) removal in a lab-scaled anaerobic/anoxic/oxic-biological aerated filter (A2/O-BAF) combined system were investigated during the treatment of real domestic wastewater with the temperature at 15 degrees C, the C/N ratio of 4.9 and internal recycle ratio of 100%, 200%, 300% and 400%. Experimental results clearly showed that COD, N and P can be simultaneously deeply removed in this combined system. When the total HRT was 8.0 h, SRT was 15 d,sludge recycle ratio was 100% and MLSS was 4.0 mg x L(-1), the concentrations of COD, total phosphorus (TP) and ammonia nitrogen could be reached to less than 50.0, 0.5 and 1.0 mg x L(-1) in the effluent, respectively. The concentrations of total nitrogen (TN) could be reduced from 70.9, 72.1, 70.6 and 73.3 mg x L(-1) in the raw wastewater to that of 24.8, 16.5, 9.6 and 8.7 mg x L(-1) in the effluent, respectively. The removal efficiencies of TN were 65.0%, 77.1%, 86.4% and 88.1%, respectively. There was no distinct relationship between the internal recycle ratio and the removal efficiencies of COD, TP and ammonia nitrogen. However, the removal efficiencies of TN increased with the increasing of the internal recycle ratio, the rising rate was descending. Both the capacity of denitrifying and phosphorus removal in anoxic zone increased simultaneously with the increasing of the internal recycle ratio. Batch tests indicated that the population of denitrifying polyphosphate-accumulating organisms (DPAOs) was up to 40.5% of the total phosphate-accumulating organisms (PAOs).
Keywords:A2/O-BAF combined system  internal recycle ratio  deeply biological nitrogen and phosphorus removal  denitrifying phosphorus removal  removal efficiency  low C/N  
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