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压滤式污泥过滤比阻测定方法 被引量:13

Measurement of specific resistance to filtration of sludge by pressure filtration
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摘要 根据污泥机械脱水机理,建立了污泥比阻测试模型,设计了一种压滤式污泥比阻测试装置.结果表明:压滤法测得的污泥比阻Rp与布氏漏斗过滤实验测得的比阻Rv具有较好的一致性,两者线性相关系数R2=0.99,最大相对误差为8.0%,最小相对误差为1.0%,平均相对误差为5.0%;滤板开孔率的大小不会影响污泥比阻的测定,但当开孔率小于4.0%时,过滤介质和滤板的阻抗Rm(ε)随滤板开孔率的增加而减小,开孔率大于4.0%时,Rm(ε)与开孔率无关.分析了布氏漏斗测定污泥比阻时有效面积的影响;压滤式比阻测定仪测定污泥比阻时,实验压力的选取以获得适宜的过滤速度为宜,压力的改变对实验结果的影响较小;采用正压法,实验压力很容易维持恒定,通过测定活塞位移随时间的变化测定污泥的比阻,测量精度高,还可直观地反映污泥脱水速度的快慢. A pressure filtration device was designed based on the principle of mechanical dewatering.A corresponding SRF(specific resistance to filtration) testing model was established.The test results show that SRF Rp measured with pressure filtration method(PFM) has a good consistency with SRF Rv measured with Buchner funnel filtration,whose linear correlation coefficient R2 is 0.99,the maximum and minimum relative error are 8%,1.0% respectively,and the average relative error is 5.0%.The porosity of filtrate plate ε does not affect the measurement of SRF,however,the specific resistance Rm(ε) of filtrate plate and filtrate medium decrease with the increasing of filtrate plate porosity ε when ε is less than 4.0%,while it is constantly equal to the specific resistance Rm(ε) of filtrate medium when ε is greater than 4.0%.The change of experimental pressure has little effect on the SRF.The optimal experimental pressure is chosen to obtain an appropriate filtrate speed when SRF is measured by PFM.The stability of experimental pressure can be effectively guaranteed by PFM.The accuracy of testing results can be improved by PFM measuring SRF via the piston rod's displacement versus time.Moreover,the sludge dewaterability can be reflected intuitively and qualitatively.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2011年第1期155-159,共5页 Journal of Southeast University:Natural Science Edition
关键词 正压过滤 污泥脱水性能 过滤比阻 过滤速度 pressure filtration sludge dewaterability specific resistance to filtration filtrate speed
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参考文献10

  • 1Qing Jiang, Bruce E Logan. Fractal dimensions of aggre- gates determined from steady-state size distributions [ J]. Environmental Science & Technology, 1991, 25 ( 12 ) : 2031 - 2038.
  • 2Chakraborti R K, Atkinson J F, van Benschoten J E. Characterization of alum floc by image analysis [ J]. En- vironmental Science &Technology, 2000, 34(18) :3969- 3976.
  • 3Coackley P, Jones B R S. Vacuum sludge filtration Ⅰ: interpretation of results by the concept of specific resist- ance[ J]. Sewage and Industrial Wastes, 1956, 28(8): 963 - 976.
  • 4丁启圣,王维一.新型实用过滤技术[M].2版.北京:冶金工业出版社,2005.
  • 5Sjenitzer F. Contribution to the theory of filtration [J ]. Transactions of the Institution of Chemical Engineers, 1955, 33a(8) :289 - 302.
  • 6Li X Y, Yang S F. Influence of loosely bound extracel- lular polymeric substances (EPS) on the flocculation, sedimentation and dewaterability of activated sludge [J]. Water Research, 2007, 41 ( 5 ) : 1022 - 1030.
  • 7王铮,张勤,张正红,冯功平,冯亚兵,朱凌云.高分子混凝剂对污泥脱水性能的影响[J].重庆建筑大学学报,2003,25(6):89-93. 被引量:9
  • 8谢敏,施周,李淑展.污泥脱水性能参数——比阻检测的若干问题研讨[J].环境科学与技术,2006,29(3):15-16. 被引量:29
  • 9Carman P C. Fundamental principled of industrial filtra- tion: a critical review of present knowledge [ J ]. Trans- actions of the Institution of Chemical Engineers, 1938, 16(5) :168 - 188.
  • 10刘鹏,刘国荣,王国栋,吴振松.过滤过程中滤饼比阻及其影响因素的研究[J].广东化工,2009,36(4):28-30. 被引量:6

二级参考文献19

  • 1石常省,谢广元,张悦秋.细粒煤压滤滤饼的微观结构分析[J].中国矿业大学学报,2006,35(1):99-103. 被引量:26
  • 2吴自迈.污水污泥处理[M].北京:中国建筑工业出版社,1981..
  • 3Baker R J, Fane A G, Fell C J D, et al. Factors affecting flux in cross flow filtration[J]. Desalination, 1985, 53: 81-93.
  • 4Jonsson G, Pradanos P, Hemandez A. Fouling phenomena in microporous membranes: Flux decline kinetics and structural modifications[J]. J Membr Sci, 1996, 112: 171-183.
  • 5Willmer S A. The importance of cake compressibility in dead end pressure filtration[C]. 7th WFC, 1997, Budapest, Hungary.
  • 6Rushton A. Cake filtration theory&practice; Past, present&future[C]. 3rd China-Japan inter-national Conference on F&S Wu-Xi China, 1997.
  • 7Iritani E, Mukai Y, Tanaka Y, et al. Flux decline behavior in dead-end MF of protein solutions[J]. J M embr Sci, 1995, 103: 181-191.
  • 8金儒霖.污泥处置[M].北京:中国建筑工业出版社,1988..
  • 9Carman P C.Fundamental Principles of Industrial Filtration (A Critical Review of Present Knowledge)[J].Trans.Instn.Chem.Engrs,1938,16:168-188.
  • 10Sjenitzer F.Contribution to the Theory of Filtration[J].Trans.Instn.Chem.Engrs,1955,33:289-302.

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