Advanced Water Treatment by Ozonation in a Continuous Flow System

연속식 오존접촉조에서의 정수처리효과에 대한 연구

  • 이병호 (울산대학교 토목환경공학부) ;
  • 정우성 (울산대학교 토목환경공학부) ;
  • 김재훈 (울산대학교 토목환경공학부) ;
  • 이준희 (울산대학교 토목환경공학부) ;
  • 김태건 (울산대학교 토목환경공학부)
  • Published : 1997.03.15

Abstract

Ozone Treatment is getting a common process in a water treatment plant all over the nation. Especially an advanced water treatment using ozone and biofiltration has been a typical method in the regions where using the Nak-Dong River as a drinking water source. The effectiveness of ozone treatment in a continuous flow contact system was investigated with sand filtered water of the Nak-dong River. Pilot tests of the experiments were performed three times of the year like June, August, and October 1995. Most degradable organics of sand filtered water were oxidized in the first and second contact chamber of the system. Ozone treatment was effective for the removal of UV254 absorbance. However, Noticeable removals of $KMnO_4$ demand and TOC(Total Organic Carbon) were occurred when their concentrations exceeded about 5mg/l. The organics causing $KMnO_4$ demand and TOC were degraded into lower molecular matter in an early stage of the ozone contact in the system. Dissolved oxygen concentration was increased after ozone treatment.

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