期刊文献+

厌氧颗粒污泥床反应器污泥的流失与对策 被引量:3

Sludge wash-out from anaerobic granular sludge bed reactor and countermeasure thereof
下载PDF
导出
摘要 厌氧颗粒污泥的流失是高效厌氧反应器实际运行中经常发生的现象,污泥流失严重时会导致反应器性能大大地降低。从颗粒污泥的沉降性能与反应器的操作条件等角度深入探讨了颗粒污泥流失的原因,指出提高颗粒污泥的沉降性能是防止污泥流失的根本途径,控制厌氧反应器的有机负荷是控制污泥过量流失的主要方法。 Anaerobic granular sludge wash-out is a phenomenon that commonly happens in the practical operation of high efficiency anaerobic reactor,and the treatment capability of the reactor would be greatly decreased if the condition is serious.The reasons that caused the granular sludge wash-out was deeply discussed from the aspects of sedimentation performance of the granular sludge,operation condition of the reactor and so on.It was pointed out that,both promoting the sedimentation performance of the sludge and controlling the organic loading of the anaerobic reactor were the main effective measures to prevent excessive sludge wash-out.
出处 《工业用水与废水》 CAS 2007年第4期6-8,共3页 Industrial Water & Wastewater
基金 陕西省教育厅科技项目(06JK287)
关键词 厌氧反应器 颗粒污泥 废水处理 污泥流失 anaerobic reactor granular sludge wastewater treatment sludge wash-out
  • 相关文献

参考文献7

  • 1Schmidt J E,Ahring B K.Granular sludge Formation in uptlow anaerobic sludge blanket (UASB) reactors[J].Biotechnology and Bioengineering,1996,49(3):229-246.
  • 2Yong-hong Liu,Yan-ling He,Shu-cheng Yang,et al.The settling characteristics and mean settling velocity of granular sludge in UASB-like reactor[J].Biotechnology Letters,2006,28 (20):1673-1678.
  • 3刘永红,贺延龄,刘宗宽,杨树成,李倩.厌氧反应器内颗粒污泥沉降速率的测定与研究[J].工业用水与废水,2005,36(5):45-48. 被引量:7
  • 4胡威夷.常温UASB反应器在淀粉废水处理中的应用[J].工业用水与废水,2000,31(2):31-33. 被引量:13
  • 5贺延龄,谭华安.厌氧污泥颗粒化理论和实践的发展[A].第九届海峡两岸环境保护学术研讨会论文集(上册)[C].西安:西安交通大学出版社,2004.603-608.
  • 6李克勋,徐智华,张振家.水力作用对颗粒污泥形成的影响[J].中国沼气,2003,21(1):12-14. 被引量:15
  • 7RESpeece (李亚新译).工业废水的厌氧生物技术[M].北京:中国建筑工业出版社,2001.118.

二级参考文献16

  • 1刘永红,贺延龄,李耀中,杨树成.UASB反应器中颗粒污泥的沉降性能与终端沉降速度[J].环境科学学报,2005,25(2):176-179. 被引量:26
  • 2陈玉谷,李艳,王庭放,万秀林,张云昭.UASB反应器处理酒精废液颗粒污泥形成过程的研究[J].环境科学学报,1994,14(1):113-118. 被引量:19
  • 3张远军 等.两相流体动力学(基础理论及工程应用)[M].北京:航空学院出版社,1987..
  • 4C Nicolella, MCM van Loosdrecht, JJ Heijnen. Wastewater treatment with particulate biofilm reactors[J]. Journal of Biotechnology,2000, 80(1): 1-33.
  • 5A Laguna, A Ouattara, R O Gonzalez, et al. A simple and low cost technique for determining the granulometry of upflow anaerobic sludge blanket reactor sludge [J]. Wat Sci Tech, 1999, 40 (8):1-8.
  • 6Hedges Peter D, Becker Fiona A, Smisson Robert PM. The application of settling velocity as a parameter for characterising wastewater solids[J]. Wat Sci Tech, 1998, 37(1 ): 45-52.
  • 7Hulshoff Pol L W. The phenomenon of granular of anaerobic sludge [D]. The Netherlands: WAU, 1989. 100-102.
  • 8Jim Field. Anaerobic granular sludge bed technology[DB/OL]. http:∥www.uasb.org/discover/granules.html, 2002-09-20.
  • 9Mahmoud Nidal, Zeeman G, Gijzen H, et al. Solids removal in upflow anaerobic reactors, a review[J]. Bioresour Technol, 2003,90(1): 1-9.
  • 10沈东升,徐向阳,冯孝善.厌氧处理含氯酚废水的颗粒污泥形成过程研究[J].环境科学学报,1997,17(1):60-67. 被引量:23

共引文献37

同被引文献36

引证文献3

二级引证文献4

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