Monitoring of the Treatment of Leachate by Two Phase Anaerobic Membrane Process (TPAMP)

이상 혐기성 막공정에 의한 침출수 처리 모니터링

  • Hwang, Moon H. (Bio-Environmental Engineering Lab (BEEL), Department of Environmental Science and Engineering, Kwangju Institute of Science and Technology (K-JIST)) ;
  • Hyun, Seong H. (Bio-Environmental Engineering Lab (BEEL), Department of Environmental Science and Engineering, Kwangju Institute of Science and Technology (K-JIST)) ;
  • Jang, Nam J. (Bio-Environmental Engineering Lab (BEEL), Department of Environmental Science and Engineering, Kwangju Institute of Science and Technology (K-JIST)) ;
  • Cho, Jea W. (Bio-Environmental Engineering Lab (BEEL), Department of Environmental Science and Engineering, Kwangju Institute of Science and Technology (K-JIST)) ;
  • Kim, In S. (Bio-Environmental Engineering Lab (BEEL), Department of Environmental Science and Engineering, Kwangju Institute of Science and Technology (K-JIST))
  • 황문현 (광주과학기술원 환경공학과 생물환경공학연구실) ;
  • 현승훈 (광주과학기술원 환경공학과 생물환경공학연구실) ;
  • 장남정 (광주과학기술원 환경공학과 생물환경공학연구실) ;
  • 조재원 (광주과학기술원 환경공학과 생물환경공학연구실) ;
  • 김인수 (광주과학기술원 환경공학과 생물환경공학연구실)
  • Published : 2002.06.30

Abstract

Landfill leachate is one of highly contaminated and heterogeneous wastewater. The leachate from initial landfill can be treated by anaerobic process because it contains biodegradable matters, particularly, volatile fatty acids (VFAs). However, the anaerobic treatment of leachate is generally required longer hydraulic retention time (HRT) than aerobic process and another treatment process to satisfy effluent concentration. Therefore the modification of conventional anaerobic treatment is needed. Two phase anaerobic membrane process (TPAMP) is an integrated membrane process to be able to separate anaerobic metabolism into two phase which are acidogenesis and methanogenesis for improvement of anaerobic treatment efficiency. In this study, the efficiency of TPAMP and conventional anaerobic treatment were compared in terms of HRT, effluent SCOD, VFAs Membrane used in TPAMP was the UF of capillary type with the surface area of $0.048m^2$. The average effluent SCOD of conventional anaerobic treatment was 1352 mg/L and the removal was 96 % at HRT 60 days, while in TPAMP, 927 mg/L and 98% at HRT 30 days.

Keywords