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一体式膜好氧生物反应器的自动控制 被引量:4

Automation of Integrated Membrane Aerobic Reactor
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摘要 一体式膜好氧生物反应器是一种新型的水处理反应器,抽吸周期和抽吸真空度的选择对于它的稳定运行具有重要意义。本研究应用计算机自动控制和数据管理系统来实现该反应器的抽吸周期和抽吸真空度的自动调节,其出水流量平均误差低于03%,实现了反应器的稳定、可靠运行。 Abstract For this new reactor of water treatment called Integrated Membrane Aerobic Reactor (IMA)the abstract absorption cycle and the degree of vacuum are essential to the steady operation. In our study the automatic regulation of abstract absorption cycle and the degree of vacuum had been carried out by computer aided control and data management system and the steady and reliable operation of the reactor has been completed with average deviation of output flowrate smaller than 0 3%.
出处 《给水排水》 CSCD 北大核心 1998年第11期25-28,共4页 Water & Wastewater Engineering
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  • 1林喆,赵庆祥,陆美红,祁世民,翟亚连.膜分离活性污泥法的研究[J].城市环境与城市生态,1994,7(1):6-11. 被引量:21
  • 2张琳.新型污水处理装置——膜生物反应器[J].给水排水技术动态,1996(1):8-11. 被引量:5
  • 3王宝贞.王琳主编.水污染治理新技术-新工艺新概念.新理论[M].北京:科学出版社,2004:1-20;87-130.
  • 4Manem J. Membrane bioreactors for waste treatment md drinking Production Proceedings of the world congress of the vodd federation of engineering organizations [ J ]. Oct 10 - 12, Beijing, China: 1993:907 -914.
  • 5Muller I B.Stoughamber A H. Aerobic domestic waste-water treatment in a Pilot Plant with complete sludge retention by cross-flowfiltration[J].Water research,1995,29(4):1179-1189.
  • 6C.V.Smith.The Use of ultrafiltration Membrane for Activated sludge Separation In Proceedings of the 24th Annuel Purdue Industrial Waste Conference,West Lafayette,Indiana[M].1969.1300-1310.
  • 7H.E.Grethlein Abaeribuc Dugestuibabd Nenbrabe Separation of Domestic Wastewater[J].JWPCF,1978(50) :754 -7tS3.
  • 8Hatch, Hussein, Pierre Cote. Membrane Bioresctor for Municipal Wastewater Treatment[ M]. WQI March/April, 1999:19-22.
  • 9Tom Stephenson, Simon Judd, Bruce Jefferson and Keith Brindle. Membrane bioreactor for wastewater treatment, IWA Publishing[M]. 2000.
  • 10Nagaoka H, et al. Influence of Organic Loading Rate on Membrane Fouling in Membrane Separation Activated Sludge Process[J]. Water Science & Technology,2002,41:3 550- 3 562.

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