期刊文献+

不同膜通量下MBR处理餐饮废水的研究 被引量:3

Treatment of Restaurant Wastewater in MBR at Different Membrane Fluxes
原文传递
导出
摘要 分别在5、10、15、20、25 L/(m2.h)5个膜通量下,考察了平板膜生物反应器(MBR)对餐饮废水的处理效果。结果表明,随着膜通量的提高,出水COD和NH3-N浓度稍有升高,但去除率都基本维持在90%以上;同时,MBR对TN、TP、BOD5、DOC、浊度、含油量、SS、UV254等都有很好的去除效果,出水水质完全符合《城市污水再生利用城市杂用水水质》的要求。对比进、出水中DOC的分子质量分布发现,进水中的大分子有机物被降解为小分子有机物。通过测定不同膜通量下混合液的MLSS、SV30、污泥粒径、粘度等指标,发现MLSS和SV30与粘度之间有很好的线性关系。在运行结束时进行阻力分布测试,发现随着膜通量的增大,内部阻力比例逐渐增大,而滤饼层阻力和浓差极化阻力的比例都逐渐下降。 The treatment efficiency of restaurant wastewater in flat sheet membrane bioreactor was investigated at membrane fluxex of 5, 10, 15, 20 and 25 L/(m2 @ h) respectively. The operation results show that with the increase of membrane flux, the effluent COD and NH3 - N are slightly increased, but their removal rates remain at 90% or more. Meanwhile, the MBR process has a good removal effect of TN, TP, BODs, DOC, turbidity, oil, SS, UV254 and so on. The effluent quality meets the requirement of Reuse of Urban Recycling Water--Water Quality Standard for Urban Miscellaneous Water Consumption ( GB/T 18920 - 2002). In comparison of molecular weight distribution of DOC between the influent and the effluent, it is found that the organic compounds with larger molecules in the influent are degraded into those with smaller molecules. A good linear relationship of MLSS and SV30 to viscosity is observed when measuring MLSS, SV30, sludge particle size, viscosity and other indicators at different membrane fluxes. At the end of the experiment, the test of resistance distribution shows that as the membrane flux is increased, the proportion of the internal resistance is increased, while the proportions of the cake layer re-sistance and the concentration polarization resistance are decreased.
出处 《中国给水排水》 CAS CSCD 北大核心 2010年第17期57-61,共5页 China Water & Wastewater
基金 上海市科委项目(08231200200 09DZ1204200)
关键词 平板膜生物反应器 餐饮废水 膜通量 flat sheet membrane bioreactor restaurant wastewater membrane flux
  • 相关文献

参考文献5

二级参考文献26

  • 1高春娣,彭永臻,王淑莹,陈滢.氮缺乏引起的非丝状菌活性污泥膨胀[J].环境科学,2001,22(6):61-65. 被引量:29
  • 2国家环保局.水和废水监测分析方法[M].北京:中国环境科学出版社,1989.260-263.
  • 3孙骏.啤酒废水的厌氧—好氧生化处理[J].工业用水与废水,2001,32(3):32-33.
  • 4Hong S P, Bae T H, Tak T M, et al. Fouling control in activated sludge submerged hollow fiber membrane bioreactors[ J ]. Declination, 2002 ,143 : 219 - 228.
  • 5Lee Wontae, Kang Seoktae, Shin Hangsik. Sludge characteristics and their contribution to microfiltration in submerged membrane bioreactors [ J ]. J Membr Sci, 2003,216: 217 - 227.
  • 6Ueda Tatsuki, Hata Kenji, Kikuoka Yasuto, et al. Effects of aeration on suction pressure in a submerged membrane bioreactor[J]. Wat Res, 1997,31(3) :489- 494.
  • 7Ozaki Noriatsu, Yamamoto Kazuo. Hydraulic effects on sludge accumulation on membrane surface in crossflow filtration[J]. Wat Res 2001,35(13) :3137 - 3146.
  • 8章非娟.水污染控制工程试验[M].北京:高等教育出版社,1987.14-22.
  • 9Lee Jungmin, Ahn Won - Young, Lee Chung - Hak.Comparison of the filtration characteristics between attached and suspended growth microorganisms in submerged bioreactor [ J ]. Wat Res, 2001,35 (10): 2435 -2445.
  • 10Eikelboom D H.High performance bioreactor,a physiological approach to wastewater treatment with zero sludge production by complete retention [A].Japan-Netherlands Workshop on integrated water management [C].Miyazki Japan,1993.

共引文献44

同被引文献13

引证文献3

二级引证文献8

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