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气水比对O/A/A三级生物滤池脱氮除磷效果影响试验研究 被引量:1

Study on Nitrogen and Phosphorus Removal of O/A/A3-level Biofilter Under Different Gas-Water Ratios
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摘要 采用了O(好氧)/A(缺氧)/A(厌氧)三级组合式生物滤池,考察了在不同气水比(1∶1、2∶1、3∶1、5∶1、7∶1、10∶1)的条件下COD、SS、NH+4-N、TN、TP等指标的去除效果的变化.实验结果表明:当气水比从1∶1增至5∶1时,COD、氨氮、总氮、总磷等指标的去除率随着气水比的增大而提高,SS的去除率在气水比为3∶1时达到最大值88%,随着气水比的进一步升高,SS的去除率反而略有下降;当气水比从5∶1增大到10∶1时,COD、总氮和总磷的去除率随着气水比的增大反而有所下降;当气水比为5∶1时,COD、总氮和总磷、均达到各自去除率的最大值,分别为86.7%,61%和34.2%.氨氮的去除率在7∶1时达到最大值73%;当气水比从7:1增至10∶1时,氨氮的去除率略有下降.因此,结合以上的分析以及考虑到动力消耗等因素,选择气水比在3∶1至5∶1之间时,以上各项指标均可达到理想的处理效果. This test adopts O/A/A(Oxidation/Anaerobic/Anaerobic) 3-level biofilter,investigates the vari- ation of the removal efficiency of COD,SS, NH+-N,TN and TP under different gas-water ratios(1.1.2: 1.3 : 1.5 : 1.7 : 1.10 : 1). The results indicate that when the ratio increases from 1 : 1 to 5 : 1, the removal effi- ciency of COD, NH+ --N, TN and TP grow in tandem with it. The removal efficiency of SS reaches its highest efficiency which is 88: under the ratio of 3.1,and after 3.1, the removal efficiency has a tendency of slightly drop with the growing ratio. When the ratio increases from 5 : 1 to 10.. 1, the removal efficiency of COD,TN and TP has a tendency of drop with the growing ratio and reaches the maximum 86. 7:, 61% and 34. 2 : respectively under the ratio of 5.1. The removal efficiency of NH+ --N reaches its maximum under the ratio of 7.1 and after that, the removal efficiency has a slightly drop. Considering the power con- sumption and analysis of the results, above mentioned indexes can reach their ideal removal efficiency uiader the ratio between 3 : 1 and 5 .. 1.
作者 王茂玉
出处 《兰州交通大学学报》 CAS 2013年第6期171-175,共5页 Journal of Lanzhou Jiaotong University
基金 甘肃省科技支撑计划项目(2009GSD3526)
关键词 O A A三级生物滤池 气水比 去除率 O/A/A 3-level biofilter gas-water ratio removal rate
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  • 1乔晓时,许云闳,全燮.BIOFOR曝气生物滤池用于城市污水处理[J].中国给水排水,2004,20(7):83-85. 被引量:29
  • 2[2]郑俊,吴浩汀,程寒飞.曝气生物滤池污水处理工艺及其工程实例[M].北京:化学工业出版社,2002
  • 3[3]Frank Rogalla,Asnieres. Method and Apparatus for Purifying Waste Water[P]. US Pat. NO. 5019268,May 28,1991
  • 4[6]Pierre C. Mouchet,Joan-Yves Bergel. Method,Device and use of Said Method for Biological Elimination of Metal Elements Present in an Ionized State in Water[P], US Pat. NO. 6569336, May, 27,2003
  • 5[9]Andreas Strohmrier,Ingulf Schrorter,Jean- Marie Rovel. Method for Swage Treatment[P], US. Pat.NO. 5798044,Aug. 25,1998
  • 6王凯军;贾立敏.城市污水生物处理新技术开发与应用[M]北京:化学工业出版社,2001.
  • 7刘雨.生物膜法污水处理技[M]北京:中国建筑工业出版社,2000.
  • 8聂军,王珊珊.第三代生物膜反应池 BIOFOR[J].给水排水,1998,24(10):26-27. 被引量:14
  • 9张忠波,陈吕军,胡纪萃.新型曝气生物滤池——Biostyr[J].给水排水,2000,26(6):15-18. 被引量:36
  • 10邹伟国,孙群,王国华,沈裘昌,戚盛豪,李正明.新型BIOSMEDI滤池的开发研究[J].中国给水排水,2001,17(1):1-4. 被引量:29

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