期刊文献+

一体式臭氧曝气生物滤池深度处理纺织印染废水 被引量:4

Advanced Treatment of Textile and Dyeing Wastewater by Integrated Ozone /Biological Aerated Filter
原文传递
导出
摘要 采用“一体式臭氧曝气生物滤池+上流式曝气生物滤池(BAF)”组合工艺,对纺织印染废水进行深度处理,为膜处理中水回用系统提供优质进水,处理水量为5000m3/d。在设计运行条件下,系统最佳臭氧投加量为20~35mg/L,出水COD≤40mg/L、BOD,≤10m#L、色度〈4倍、SS〈20mg/L,反渗透产水可回用于染整工序,膜滤浓缩液可达标排放。工程实践证明,采用该组合工艺深度处理纺织印染废水可为膜处理系统提供稳定可靠的进水,同时解决了膜滤浓缩液的处理问题.具有推广应用价值。 For the purpose of providing membrane filtration water reuse system with qualified influ- ent, a combined process of integrated ozone/biological aerated filter and upflow biological aerated fiher (BAF) was used to treat textile and dyeing wastewater with a capacity of 5 000 m3/d. Under designed operating conditions, the optimal ozone dosage for the system was between 20 mg/L and 35 mg/L, the ef- fluent with COD≤40 mg/L, BOD5 ≤10 mg/L, color≤4 times and SS 〈20 mg/L was obtained, the wa- ter produced by RO system could be reused in dyeing process, and the membrane filtration concentrate could be discharged while meeting the discharge standard. The practical application showed that the com- bined advanced treatment process of textile and dyeing wastewater could guarantee stable influent for membrane filtration system and solve the problem of membrane filtration concentrate treatment.
出处 《中国给水排水》 CAS CSCD 北大核心 2013年第14期90-93,共4页 China Water & Wastewater
基金 国家自然科学基金自由申请项目(51078149)
关键词 深度处理 纺织印染废水 臭氧氧化 曝气生物滤池 advanced treatment textile and dyeing wastewater ozonation biological aera-ted filter
  • 相关文献

参考文献14

  • 1Chedly Tizaoui,Naser Grima. Kinetics of the ozone oxi-dation of reactive orange 16 azo-dye in aqueous solution[J]. Chem Eng J,2011,173:463 -473.
  • 2齐鲁青,汪晓军,徐绮坤.印染废水深度处理及回用[J].现代化工,2010,30(12):73-76. 被引量:15
  • 3Qi Lu-qing, Wang Xiao-jun,Xu Qi-kun. Coupling of bio-logical methods with membrane filtration using ozone aspre-treatment for water reuse [ J]. Desalination,2011,270:264-268.
  • 4Fu Zhi-min, Zhang Yu-gao, Wang Xiao-jun. Textilewastewater treatment using anoxic filter bed and biologi-cal wriggle bed-ozone biological aerated filter [ J]. Biore-sour Technol ,2011,102: 3748 - 3753.
  • 5Perez-Gonzdlez A,Urtiaga A M,Ibanez R,ei al. State ofthe art and review on the treatment technologies of waterreverse osmosis concentrates[ J]. Water Res,2010,46:267 -283.
  • 6汪晓军,顾晓扬.一种基于臭氧氧化和曝气生物滤池的废水处理装置[P].中国专利:200810029723. 9,2008 -12-17.
  • 7丛丛,汪晓军.臭氧-曝气生物滤池处理港口化学品洗舱废水[J].环境科学与技术,2009,32(10):141-144. 被引量:10
  • 8周芬,汪晓军,朱官平,陈彦.混凝-水解酸化/接触氧化-臭氧曝气生物滤池处理制革废水[J].现代化工,2011,31(8):67-70. 被引量:9
  • 9凌珠钦,汪晓军,王开演.臭氧-曝气生物滤池工艺深度处理石化废水[J].应用化工,2008,37(8):917-920. 被引量:42
  • 10Maria de Arruda Guelli Ulsonde Souza, Karin AngelaSantos Bonilla, Antonio Augusto Ulson de Souza. Re-moval of COD and color from hydrolyzed textile azo dyeby combined ozonation and biological treatment [ J].Hazard Mater,2010,179 :35 -42.

二级参考文献28

  • 1周书葵,许仕荣,左洪泽.混凝-生物接触氧化处理制革废水的工程实践[J].环境科学与技术,2004,27(4):64-65. 被引量:12
  • 2陈琳,刘国光,吕文英.臭氧氧化技术发展前瞻[J].环境科学与技术,2004,27(B08):143-145. 被引量:36
  • 3熊德琪,汪梅华,白希尧.应用臭氧氧化技术深度处理油船含油压载水的实验研究[J].环境污染治理技术与设备,2005,6(2):59-61. 被引量:11
  • 4顾晓扬,汪晓军,陈思莉,宋扬,万小芳.高锰酸钾及其复合药剂在水处理中的应用[J].无机盐工业,2006,38(5):54-56. 被引量:8
  • 5国家环保局水和废水监测分析方法编委会.水和废水监测分析方法[M].第4版.北京:中国环境科学出版社,2002:216-219.
  • 6徐新华,赵伟荣.水和废水的臭氧处理[M].第一版.北京:化学工业出版社,2003:126.
  • 7Bader H, Hoigne J. Determination of ozone in water by the indigo method[J]. Water Research, 1981,15(4): 449-456.
  • 8Anja Kommuller, Udo Wiesmann.Ozonation of polycyclicaromatic hydrocarbons in oil water emulsions:mass transfer and reaction kinetics[J].Water Research,2003,37:1023-1032.
  • 9Staehelin J, Hoigne J. Decomposition of ozone in water: rate of initiation by hydroxide ion and hydrogen peroxide [J]. Environ.Sci.Technol., 1982,16: 676-681.
  • 10Kafimi A A, Redman J A, Glaze W H, et al. Evaluating an AOP for TCE and PCE removal[J]. Am Water Works Assoc, 1997 89(8): 41-53.

共引文献70

同被引文献18

引证文献4

二级引证文献20

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