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高pH值条件下ABR工艺处理印染废水中试试验研究 被引量:5

Pilot-scale study on treatment of printing and dyeing wastewater by ABR under condition of high pH value
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摘要 对厌氧折流板反应器(ABR)处理难降解印染废水进行中试研究.结果表明,ABR反应器可以控制的水力停留时间(HRT)较短(11-12 h),承受的pH值范围较广(6.5-10.3).在进水COD、BOD质量浓度波动较大(700-1 500 mg/L,300-700 mg/L),高进水pH值,低HRT的情况下,ABR对COD、BOD的平均去除率分别为30%和15%,印染废水的BOD/COD由0.52提高到0.65,废水可生化性明显改善. A pilot-scale study is conducted on the anaerobic baffled reactor(ABR) treatment of printing and dyeing wastewater which is difficult to treatment.The experimental result indicates that the hydraulic retention time(HRT) in which the ABR can steadily operated is lower(only 11~12 h),the range of pH value which the ABR can endure is wider(6.5~10.3).Under the condition of larger fluctuation of influent COD and BOD(700~1 500 mg/L,300~700 mg/L),high influent pH value and low HRT,the average removal rate of COD and BOD are 30% and 15 %,respectively,the BOD/COD of printing and dyeing wastewater is increased from 0.52 to 0.65,the biodegradability is improved greatly.
出处 《哈尔滨商业大学学报(自然科学版)》 CAS 2010年第3期277-280,共4页 Journal of Harbin University of Commerce:Natural Sciences Edition
基金 国家自然科学基金项目(50908062) 哈尔滨市青年创新人才基金项目(2008RFQXS023)
关键词 印染废水 厌氧折流板反应器(ABR) 中试研究 BOD/COD printing and dyeing wastewater anaerobic baffled reactor(ABR) pilot-scale study BOD/COD
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  • 1王九思,韩相恩,赵红花.絮凝沉淀—Fenton氧化法处理印染废水[J].兰州交通大学学报,2001,22(6):68-71. 被引量:12
  • 2Tufekci N. , Sivri N. , Toroz I. Pollutants of textile industry wastewater and assessment of its discharge limits by water quality standards. Turkish Journal of Fisheries and Aquatic Sciences, 2007, 7(2):97-103.
  • 3余皴 郑平 金仁村等.生物技术处理染整废水[J].化工进展,2008,.
  • 4Kuai L. , De Vreese I. , Vandevivere P. GAC-amended UASB reactor for the stable treatment of toxic textile wastewater. Environmental Technology, 1998, 19 ( 11 ) : 11-17.
  • 5Oh Y-K. , Kim Y-J. , Ahn Y. , et al. Color removal of real textile wastewater by sequential anaerobic and aerobic reactors. Biotechnology and Bioprocess Engineering, 2004, 9(5) :419-422.
  • 6Isik M., Sponza D.T. Biological treatment of acid dyeingwaste water using a sequemial anaerobic/aerobic reactor system. Enzyme and Microbial Technology, 2006, 38(7) :887-892.
  • 7Wang J. , Zhang Z. J. , Zhang Z. F. , et al. The influence of aerobic sludge retention time on anaerobic co-digestion of dyeing and printing wastewater and sewage sludge. African Journal of Biotechnology, 2007, 6 (7) :902-907.
  • 8WangJ., LongM. C. , ZhangZ. J., etal. Removal of organic compounds during treating printing and dyeing wastewater of different process units. Chemosphere, 2008, 71 ( 1 ) : 195-202.
  • 9Kim T. H. , Park C. , Lee J. , et al. Pilot scale treatment of textile wastewater by combined process (fluidized biofilm process-chemical coagulation electrochemical oxidatlon). Water Research, 2002, 36 ( 16 ) : 3979-3988.
  • 10Sen S. , Demirer G. N. Anaerobic treatment of real textile wastewater with a fluidized bed reactor. Water Research, 2003, 37(3) :1868-1878.

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