Reduction and Stabilization of Sewage Sludge by Ozonation

오존을 이용한 하수슬러지의 감량화와 안정화

  • Lee, Chang-geun (Division of Environmental Policy, Pusan Metropolitan City) ;
  • Hwang, Eun-ju (Division of Environmental System Engineering, Pukyong National University) ;
  • Kang, Seong-jae (Division of Environmental System Engineering, Pukyong National University) ;
  • Bin, Jung-in (JoyEntech Co., Ltd.) ;
  • Lee, Byung-hun (Division of Environmental System Engineering, Pukyong National University)
  • Received : 2003.11.09
  • Accepted : 2004.04.27
  • Published : 2004.05.30

Abstract

In this study, ozone was adopted for the reduction and stabilization of waste sludge from the municipal sewage treatment plant. The waste sludge used in the experiments was primary sludge, excess sludge and a mixture of the two. The sludge cells and flocs were disrupted by ozonation resulting in the reduction of TSS and VSS concentrations. In the case of the primary sludge with a concentration of 20 gTS/L, the TSS and VSS concentrations were reduced 28%, 33% and the TCOD concentration was reduced 20% respectively. The consumption of ozone was $0.18gO_3/gSS$. In the case of the excess sludge with a concentration of 7.5 gTS/L, the TSS and VSS concentrations were reduced 37%, 41%, and the TCOD concentration was reduced 19% respectively. The consumption of ozone was $0.33gO_3/gSS$. In the case of the mixed sludge of 9.3 gTS/L, the TSS and VSS concentrations were reduced by 45%, 53%, and the TCOD was reduced 26% respectively. The desirable consumption of ozone was $0.27gO_3/gSS$. As ozonation proceeded, the level of SCOD increased due to the release of intracellular materials. However TCOD was reduced due to mineralization resulting from the transformation of organic materials to inorganic materials.

Keywords

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