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基于生物膜反应器的作物青贮液处理研究

作者：邹海明¹，汪建飞¹，周毅¹，李飞跃¹，李永刚²

单位： 1安徽科技学院资环系，凤阳 233100；2 安徽凤阳奶牛养殖场，凤阳 233100

关键词：沸石；生物膜反应器；玉米青贮；渗出液；废水处理

DOI号：

分类号：

出版年,卷(期):页码： 2011,31(6):69-72

摘要：

作物青贮渗出液属于高CODcr、高氨氮废水，对水环境质量影响不容忽视。本文采用沸石生物膜的方法处理奶牛养殖场玉米青贮渗出液，研究了对CODcr、氨氮的去除效果。结果表明，挂膜23d后，CODcr的去除率可以稳定在70%，氨氮去除率可以稳定在80%以上，挂膜成熟后沸石生物膜反应器对CODcr和氨氮有较好的去除效果；当气水比为2：1，水力停留时间为12h，生物膜活性达到最高，有机污染物的去除效果最好；当CODcr的质量浓度达到280mg/L时，氨氮的去除率降为32.7%，显示出有机污染物的降解好氧严重抑制了硝化细菌的生长，有机负荷对氨氮去除效果影响较大。

In plant silage effluent, CODcr and NH4+-N are in high concentration, which has caused seriously pollution in some areas. Bio-zeolite system, removal of CODcr and NH4+-N, was selected to treat the corn silage effluent in dairy farm. The following results were obtained: beginning the biofilm,after 23th day, the removal efficiency of CODcr and NH4+-N was over 70% and 80%，which reveals the stable for the removal of CODcr and NH4+-N by bio-zeolite system after the biofilm maturation. When the gas to liquid ratio was 2:1, hydraulic retention time was 12h, the biofilm has the best of activation and the highest removal rate of organic pollutant. The removal rate of NH4+-N decreased to 32.7% when the concentration of CODcr increased to 280mg/L.The removal of NH4+-N was limited by organic load and the decrease of DO concentration, organic degradation, severely inhibited the growth of nitrifying bacteria.

基金项目：

国家星火计划项目（2008GA710029）；安徽省教育厅自然科学研究项目（KJ2010B292）

作者简介：

邹海明（1977-），男（汉族），安徽巢湖人，讲师，硕士，主要从事水处理方面教学和研究。E-mail:hmzou@126.com

参考文献：

[1] Xu Qing-fang, Han JIAN-guo, Yu Zhu. Advances in the research of silage effluent[J]. Pratacultural Science, 2005,22(11):90-95.
[2] Jiang Ping, Hu Jiucheng. Research on the homemade light granular ceramics used in BAF [J]. Acta Science Circumstantiae, 2002,22(4):459-464.
[3] Hu Xi-quan, Li Zhao-hua. Study on film formation of biological zeolite filter in treatment of eutrophicated water body [J]. Chinese Journal of Environmental Engineering, 2010,4(3):552-556.
[4] Liu Jin-xiang, Lou Jin-sheng, Chen Chun-ning. Test of treatment of slightly polluted source water by zeolite-ceramics biological aerated filter [J]. Industrial Water and Wastewater, 2005,36(4):10-12.
[5] Wang Ying, Li Shao-ming, Fan Kai. Experimental investigation of removal of COD and NH3-N from urban sewage by using biological filter bed with double-layer filter material [J]. Journal of Lanzhou University of Technology, 2007,33(2):73-76.
[6] Tian Wen-hua, Wen Xiang-hua, Qian Yi. Characteristic of zeolite media biological aerated filter during start-up [J]. Techniques and Equipment for Environmental Pollution Control, 2002,3(12):38-42.
[7] Ding Shao-lan, Lei Xiao-li, Guo Hongtao. Treatment of tannery wastewater by bio-zeolite reactor [J]. China Leather, 2010,39(5):43-46.
[8] Li Si-min, Su Cheng-yuan, Zhang Jian-kun. Experimental Study on different biofilm formation methods in biological sand filter [J]. China Water and Wastewater, 2007,23(11):60-63.
[9] Gao Lian-jing. Comparision of biological aerated filtration performance between zeolite media and ceramisite media [J]. Technology of Water Treatment, 2009,35(12):53-57.
[10] Zorpas A, Constantinides T, Vlyssudes A G et al. Heavy metal uptake by natural zeolite and metals partitioning sewage sludge compost [J]. Bioresource Technology, 2000,72:113-119.
[11] Zhang Xi, Wu Wei-zhong, Wen Dong-hui. Effect and mechanism of removal of nitrogen in the mimic sewage using bio-zeolite system [J]. Environmental Science, 2003,24(5):75-80.
[12] Martiu Oldenburg. Multipurose filters with ion-exchanger for the equalization of ammonia peaks[J]. WatSci Tech,1995,32(7):199-206.
[13] Lahav O, Green M. Ammonium removal using ion exchange and biological regeneration[J]. Water Research, 1998,32(7):2019-2028.
[14] Rozic M, Cerjian-Stefanovic S, Kurajica S, et al. Ammoniacal nitrogen removal from water by treatment with clays and zeolites[J]. Water Research,2000,34(14):3675-3681.
[15] E Rother, P Cornel. Potentials and limits of a pre-denitrification / nitrification biofilter configuration for advanced municipal wastewater treatment[J]. Water Science & Technology, 2007,55(8):115-123.
[16] 国家环保局. 水和废水监测分析方法[M]. 北京：中国环境科学出版社,1989.

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