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生物膜法A/O系统处理腈纶废水工业试验 被引量:5

Full Scale A/O Biofilm System for the Treatment of Acrylonitrile Wastewater
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摘要 本工业试验规模为1400—1600t/d,装置A/O容积比1:3,当平均停留时间22.6h,回流比3.2,水温约35℃左右时,平均去除率CODcr达88.36%、BOD597.49%、TN77.67%、AN99.41%。出水各项指标平均值为CODCr53.57mg/L、BOD55.6mg/L、TN14.94mg/L、NH3-N6.92mg/L、AN1.02mg/L、NaSCN2.67mg/L,SS仅20mg/L,因此不设二沉池。 full scale acrylonitrile wastewater treatment system with a capacity of 1400-1600 t/d was set up and by adopting an A/ O biofilm Process developed. The pilot operation of this system for a long time cave satisfactory resultS, with an effluent in which the concentration of suspended solid (SS) was as low as 20 mg/L and ftom which the water samples without removing SS had all water quality indicators in compliance with the national and loCal standards. In view of this, no clarifier was installed for this treatment system. This system had an A/Q bank volume ratio of 1:3. When it was operated at an average hydraulic residence time (HRT) of 22.6 h, a recirculating ratio of 3.2 and a water temperature of about 35 ℃,there were the following average removals: CODe,, 88.36% 1 BOD5, 97.49% ; TN (total nitrogen), 77.6%; and AN (acrylonitrile), 99.4 %. In this case, there were the followinS concentrations of pollutants in effluent: CODcr, 53.57 mg/L 1 BOD5, 5.6 mg/L F TN, 14.94 mgA;NH3-N, 6.92 mg/L; NaSCN, 2.67 mg/L; and AN, 1.02 mg/L.
出处 《环境科学》 CAS CSSCI CSCD 北大核心 1994年第6期43-46,共4页 Environmental Science
关键词 腈纶废水 生物膜 A/O系统 反硝化作用 废水处理 acrylonitrile, wastewater treatment, A/O bio film process, nitrogen removal, full scale pilot operation
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参考文献5

  • 1杜赦林,肖步诚,闫守瑜,张丽明.缺氧—好氧生物膜法处理腈纶废水[J].中国给水排水,1989,5(1):4-9. 被引量:6
  • 2杜赦林,环境科学,1988年,9卷,5期,42页
  • 3杜赦林,中国给水排水,1987年,3卷,4期,9页
  • 4杜赦林,环境科学,1986年,7卷,2期,48页
  • 5杜赦林,化工给排水设计,1985年,3期,12页

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