Browse > Article

Alum Floc Attachment in Granular Media Filtration  

Kim, Jinkeun (Korea Water Resources Corporation)
Publication Information
Abstract
Granular media filtration is used almost universally as the last particle removal process in conventional water treatment plants. Therefore, superb particle removal efficiency is needed during this process to ensure a high quality of drinking water. However, every particle can not be removed during granular media filtration. Besides the pattern of particle attachment is different depending on physicochemical aspects of particles and suspension. Filtration experiments were performed in a laboratory-scale filter using spherical glass beads with a diameter of 0.55 mm as collectors. A single type of particle suspension (Min-U-Sil 5) and alum coagulation was used to destabilize particles. The operating conditions were similar to those of standard media filtration practice: a filtration velocity of 5 m/h. More favorable particles, i.e., particles with smaller surface charge, were well attached to the collectors especially during the early stage of filtration when zeta potential of particles and collectors are both negative. This selective attachment of the lower charged particles caused the zeta potential distribution (ZPD) of the effluent to move to a more negative range. On the other hand, the ZPDs of the effluent moved from more positive to less positive when the surface charge of particles was positive and this result was thought to be caused by ion transfer between particles and collectors.
Keywords
Filtration; Particle attachment; Destabilization; Zeta potential distribution;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Letterman, R.D., Amirtharajah, A. and O'Melia, C.R., Coagulation and Flocculation, In Water Quality and Treatment, 5th Ed. McGraw-Hill, New York, pp. 6.1-6.44 (1999)
2 Edzwald, J.K., Ives, K.J., Janssens, J.G., McEwen, J.B. and Wiesner, M.R., Particle Separation Process, In Treatment Process for Particle Removal, AWWARF and AWWA, Denver, pp. 73-87 (1997)
3 Tobiason, J.E. and O'Melia, C.R., Physicochemical Aspects of Particle Removal in Depth Filtration, J. AWWA, 80(12), pp. 54-64 (1988)
4 Hatukai, S., Ben-Tzur, Y. and Rebhun, M., Particle Counts and Size Distribution in System Design for Removal of Turbidity by Granular Deep Bed Filtration, Water Science and Technology, 36(4), pp. 225-230 (1997)
5 Amirtharajah, A. and Tambo, N., Mixing in Water Treatment. In Mixing in Coagulation and Flocculation, AWWARF, Denver, pp. 3-33 (1991)
6 Kim, J., Physicochemical Aspects of Particle Breakthrough in Granular Media Filtration, Ph.D. Dissertation, The University of Texas at Austin, pp. 71-79 (2004)
7 McTigue, N.E., LeChevallier, M., Arora, H. and Clancy, J., National Assessment of Particle Removal by Filtration, AWWARF and AWWA, Denver, CO, pp. 169-175 (1998)
8 Amirtharajah, A. and Mills, K.M., Rapid-mix Design for Mechanisms of Alum Coagulation, J. AWWA, 74(4), pp. 210-216 (1982)