期刊文献+

水解酸化集成D-A^2O处理校园生活污水研究 被引量:4

D-A^2O Combined with Hydrolytic Acidification for Treatment of Campus Domestic Sewage
原文传递
导出
摘要 设计了总体积为439 L的水解酸化集成D-A2O反应器一体化污水处理装置,并进行了为期9个月的校园生活污水处理小试。结果表明,经水解酸化段后,厌氧池进水端挥发性脂肪酸(VFA)的含量大幅提高;系统最佳水力停留时间(HRT)为6 h;最佳混合液回流比(R)、污泥回流比(r)分别为220%、90%;两系列厌氧/缺氧交替运行时间(DAOT)为1 h。控制系统于最佳工况下运行,其对COD、TN、NH+4-N、TP的平均去除率分别可高达90.60%、86.50%、92.37%、88.34%,系统出水水质较好且稳定达到一级A标准。 A D-A^2O combined with hydrolytic acidification tank with total volume of 439 L was de signed and operated to treat campus domestic sewage for a period of nine months. The trial results showed that the volatile fatty acids (VFA) content in the effluent of hydrolysis acidification tank was increased obviously. The optimal hydraulic retention time (HRT) of the system was 6 h. The optimal mixture reflux ratio (R) and sludge recycle ratio (r) were 220% and 90% respectively. The double anaerobic/anoxic alternative operation time (DAOT) was 1 h. Under these conditions, the average removal rates of COD, TN, NH4+- N and TP were up to 90.60% , 86.50% , 92.37% and 88.34% respectively. The effluent quality reached the first level A standard.
出处 《中国给水排水》 CAS CSCD 北大核心 2014年第17期123-127,共5页 China Water & Wastewater
基金 云南省科技厅项目(2010CD089)
关键词 水解酸化 D-A^2O 校园生活污水 VFA HRT 回流比 hydrolytic acidification D-A^2O campus domestic sewage VFA HRT recycle ratio
  • 相关文献

参考文献8

二级参考文献25

  • 1韩相奎,叶长兵,林年丰,刘文,艾胜书,宋世霞.异波折板高效水解酸化废水的处理技术[J].中国环境科学,2004,24(3):360-363. 被引量:8
  • 2马伦权,胡幼常.设计-施工总承包在武汉阳逻长江大桥南锚碇工程中的应用[J].交通科技,2005,15(5):115-118. 被引量:4
  • 3曹斌,黄霞,北中敦,杨瑜芳,杨德立.A^2/O—膜生物反应器强化生物脱氮除磷中试研究[J].中国给水排水,2007,23(3):22-26. 被引量:62
  • 4国家环境保护总局.水和废水监测分析方法(第3版)[M].北京:中国环境科学出版社,1989,5..
  • 5Pai Tzu-Yi. Modeling nitrite and nitrate variations in A^2O process under different return oxic mixed liquid using an extended model. Process Biochemistry, 2007, 42(3) : 978 -989.
  • 6HASCOET M C, FLORENTZ M, GRANGER P. Biochemical aspects of enhanced biological phosphorus removal from wastewater[J].Wat.Sci.Tech,1985,17(1):23-41.
  • 7SMOLDERS G J F, VAN DER MIEJ J, VAN LOOSDRENCHT M C M, et al. Stoichiometric model of the aerobic metabolism of the biological phosphorus removal process[J]. Biotechnology and Bioengineering, 1994,44(4):837-848.
  • 8王大轝 雷乐成.水处理技术及工程设计[M].北京:化学工业出版社,2001..
  • 9WENTZEL M C, EKAMA G A, MARAIS G V R. Kinetics of nitrification-denitrification biological phosphorus removal systems[J]. Wat Sci.Tech, 1991,23(4):555-565.
  • 10LIE E, WELANDER T. A method for determination of the readily fermentable organic fraction in municipal wastewater[J]. Wat.Res,1997,31(6):1269-1274.

共引文献74

同被引文献25

引证文献4

二级引证文献2

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