Evaluation of Floc Formation Conditions for Increasing Flotation Velocity in DAF Process

DAF 공정에서 부상속도 향상을 위한 플럭형성 조건 평가

  • 권순범 (한국수자원공사 수자원연구원 국제상하수도연구소) ;
  • 민진희 (한국수자원공사 수자원연구원 국제상하수도연구소) ;
  • 박노석 (한국수자원공사 수자원연구원 국제상하수도연구소) ;
  • 안효원 (한국수자원공사 수자원연구원 국제상하수도연구소)
  • Received : 2006.01.09
  • Accepted : 2006.03.24
  • Published : 2006.04.15

Abstract

Dissolved air flotation is a solid-liquid separation system that uses fine bubbles rising from bottom to remove particles in water. In order to enhance the flotation velocity and removal efficiency of flocs in the flotation process, we tried to obtain pretreatment conditions for the optimum DAF process operation by comparing and evaluating features of actual floc formation and flotation velocity etc, according to coagulant types and conditions for flocculation mixing intensity by using PIA, PDA, and FSA. Accordingly, generating big flocs that have low density at low flocculation mixing intensity may reduce treatment efficiency. In addition, generating small flocs at high flocculation mixing intensity makes floc-bubbles smaller, which reduces flotation velocity, In this study, it was found that high flocculation mixing intensity could not remove the remaining micro-particles after flocculation, which had negative effects on treated water quality, Therefore, in order to enhance treatment efficiency in a flotation process, flocculation mixing intensity around $50sec^{-1}$ is effective.

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References

  1. AWWA. (1999) Water quality & treatment 5edition, McGraw Hill, pp.7.47-7.61
  2. De Rijk S. E. (1994) Bubble size in flotation thickening, J. Water Research, 28(2), pp.65-473
  3. Edzwald J. K. (1995). Principles and applications of dissolved air flotation. Wat. Sci. Tech., 31(3-4), pp.1-23
  4. Fukushi K. I., Matsui Y., and Tambo N. (1998) Dissolved Air Flotation: experiments and kinetic analysis, J. Water SRTAQUA, 47(2), pp.76-86
  5. Gregory J. (1997) The density of particle aggregates, J. Wat Sci Tech., 36(4), pp.1-13
  6. Gregory J. (2003) Monitoring floc formation and breakage, IWA Special conference. pp.183-190
  7. Han M. Y. and Dockko S. (1999) Zeta potentail measurement of bubbles in DAF process and its effect on the removal efficiency, Water Supply: the review journal of the international water supply association, 17(34), pp.177-182
  8. Han M. Y., Park Y. H. and Yu T.J. (2002) Development of new method of measuring bubble size. Wat. Sci. & Tech.: Water Supply, 2(2), pp.77-83
  9. Ljunggren M., Jonsson, L. (2003) Separation characteristics in dissolved air flotation-pilot and full-scale demonstration, J. Wat Sci Tech., 48(3), pp.89-96
  10. Ree A. J., Rodman D. J. and Zabel T. F. (1979) Water Clarification by flotation. Medmenham, U.K.: Water research center
  11. Schers G. J. and Dijk J. C. (1992) Chemical Water and Treatment II, J. Water Supply, 2(5-6), pp.465-473
  12. Tambo N. and Watanabe Y. (1979) Physical characteristics of floc-I: The floc density function and aluminium floc. Water Research, 13, pp. 409 https://doi.org/10.1016/0043-1354(79)90033-2
  13. Tambo N. (1995) A kinetic model for DAF in wastewater treatment, J. Wat. Sci. Tech., 31(3-4), pp.37-47
  14. Valade M. T., Edzwald J. K., Tobiason J. E., Dahlquist, J., Hedberg, T., and Amato, T. (1996) Pretreatment Effects on Particle Removal by Flotation and Filtration and filtration, J. AWWA, 88(12), pp.35-47
  15. 독고석 등. (2002) 용존공기부상법에서 충돌메커니즘의 영향요인 분석, 상하수도학회지, 16(5), pp.562-568