期刊文献+

混凝沉淀/水解酸化/BAF工艺处理明胶废水 被引量:4

Gelatine Wastewater Treatment Using Coagulation and Sedimentation/Neutralization/Hydrolysis Acidification/Biological Aerated Filter Process
在线阅读 下载PDF
导出
摘要 江西某明胶厂采用混凝沉淀/中和/水解酸化/曝气生物滤池(BAF)组合工艺处理明胶废水,处理规模为1 500 m3/d。运行实践表明:该工艺切实可行,处理出水水质达到《污水综合排放标准》(GB 8978—1996)的一级标准。 Gelatine wastewater from a gelatine factory in Jiangxi Province was treated by coagulation and sedimentation/neutralization/hydrolysis acidification/biological aerated filter process. The operation result demonstrates that this process is feasible, and the treated effluent quality can meet the first criteria specified in Integrated Wastewater Discharge Standard ( GB 8978 - 1996 ).
出处 《中国给水排水》 CAS CSCD 北大核心 2010年第6期66-68,共3页 China Water & Wastewater
关键词 明胶废水 混凝沉淀 水解酸化 曝气生物滤池 gelatine wastewater coagulation and sedimentation hydrolysis acidification biological aerated filter
  • 相关文献

参考文献4

二级参考文献42

  • 1刘军,王晓阳,袁雅姝,苏锦明.运行方式对曝气生物滤池的影响研究[J].云南化工,2004,31(3):7-10. 被引量:5
  • 2邹小兵,孟刚,郑泽根,陈丽娟,彭必先.治理明胶生产废水污染研究进展[J].明胶科学与技术,2004,24(2):74-82. 被引量:13
  • 3贺冬妮.明胶废水治理研究[J].内蒙古水利,2005(1):58-59. 被引量:5
  • 4王远亮.胶原和明胶在化妆品中的应用[J].明胶科学与技术,1987,7(3):103-2.
  • 5彭必先.意大利拉皮(Lappi)明胶厂[J].明胶科学与技术,1992,12(1):47-48.
  • 6黄发明.化学混凝-气浮分离法处理明胶生产废水[J].明胶科学与技术,1987,7(3):187-197.
  • 7樊立业.治理制胶废水[J].明胶科学与技术,1987,7(1):47-48.
  • 8王远亮.动物胶源沿探辨[J].明胶科学与技术,1987,7(2):91-96.
  • 9[7]Patil,S.G.;et al.Impact of gelatin factory effluent on the water quality and biota of a stream near Jabalpur M.P.J.Environ.Biol.,1986,7(1):61 ~ 65
  • 10[15]Maeda, H. Water treatment with chrystile. Japan Kokai, 1975 571586

共引文献32

同被引文献43

  • 1邹小兵,孟刚,郑泽根,陈丽娟,彭必先.治理明胶生产废水污染研究进展[J].明胶科学与技术,2004,24(2):74-82. 被引量:13
  • 2贺冬妮.明胶废水治理研究[J].内蒙古水利,2005(1):58-59. 被引量:5
  • 3熊代群,刘惠成,陈航,周小飞.混凝—气浮—生物接触氧化处理明胶废水[J].中国给水排水,2006,22(22):69-71. 被引量:5
  • 4Zhu H. , Chen J. Study of hydrolysis and acidification process to minimie excess biomass production. Journal of Hazardous Materials, 2005,127 ( 1-3 ) :221-227.
  • 5Lira S. J. , Fox P. A kinetic analysis and experimental validation of an integrated system of anaerobic filter and biological aerated filter. Bioresource Technology, 2011, 102 ( 22 ): 10371-10376.
  • 6Hu H. ,Han H. , Wang W. , et al. Research on a predenitrification double-layer media biological aerated filter in municipal wastewater treatment. Desalination and Water Treatment, 2011,31 ( 1-3 ) :366-371.
  • 7Victoria J. R. , Foresti E. A novel aerobic-anoxic biological filter for nitrogen removal from UASB effluent using biogas compounds as electron donors for denitrification. Revista Facultad de Ingenieria-Universidad de Antioquia, 2011, (60) :72-80.
  • 8Hall D. , Fitzpatrick C. S. B. Specitral analysis of pressure variations during combined air and water backwash of rapid gravity filters. Water Research, 1999, 33 ( 17 ) : 3666-3672.
  • 9Lu S. , Niu X. , Ren Y. , et al. Application of downflow-upflow biological aerated filter in the pretreatment of raw water containing high ammonia nitrogen. Journal of Environmental Engineering-ASCE, 2011,137 ( 12 ) : 1193-1198.
  • 10Nahm K. H. Evaluation of the nitrogen content in poultry manure. Worlds Poultry Science Journal, 2003,59( 1 ) :77-88.

引证文献4

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部