Experiences of Optimization of Flocculation Basins in Water Treatment Plants

정수장 응집공정의 최적운전조건 결정 사례

  • 한무영 (서울대학교 지구환경시스템공학부) ;
  • 정영균 (하경엔지니어링 수자원부) ;
  • 박용효 (서울대학교 지구환경시스템공학부) ;
  • 김정현 (수자원공사 수자원연구소)
  • Published : 2000.12.15

Abstract

The operation of flocculation process and the evaluation thereof have been mainly based on G, t and $G{\times}t$ values which are available from design guidelines and texts. However, their suggested ranges are too wide to find the optimum condition specific to a particular water treatment plant and none of the existing method can be used to evaluate and suggest the optimum operational condition. Recently, a commercially available particle counter is found to be useful in determining the flocculation process based on the particle dynamics. The optimum condition is defined as one that best suits the purpose of flocculation; the number of small particles should decrease, while that of large particles should increase. The experiments were performed at two conventional water treatment plants in Korea, one with horizontal mechanical flocculators, and another with vertical type mechanical flocculators. In this paper, experiences to evaluate the flocculation process and to suggest the optimum operation condition will be presented. Although particle counting method is found to be beneficial compared to any other existing methods, the optimum condition is very much site-specific and should be evaluated at each water treatment plant for different conditions.

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