Manganese Removal in Water Treatment Processes

상수처리에서 망간 제거

  • 김진근 (한국수자원공사 수자원교육원) ;
  • 정상기 (한국수자원공사 수도관리처) ;
  • 김종숙 (한국수자원공사 충남중부권관리단) ;
  • 박세진 (한국수자원공사 성남권관리단)
  • Received : 2005.07.04
  • Accepted : 2005.10.07
  • Published : 2005.10.15

Abstract

To determine the characteristics of manganese removal in Korea, 31 multi-regional water treatment plants (WTPs) were examined. The concentration of manganese in raw water was higher than the standards for drinking water at 2 WTPs. Manganese should be properly removed during water treatment processes to reduce the occurrence of black water in the distribution system because $Mn^{+2}$ can cause black deposits when it is oxidized. Manganese can effectively removed by oxidation, followed by sedimentation and filtration as well as absorption by greensand. Manganese absorption by greensand was the major mechanism for the removal of manganese, and it is effectively removed using this process. Regeneration of greensand using an oxidation agent was necessary for continuous and adequate removal of manganese.

Keywords

References

  1. 환경부 (2005) http://www.me.go.kr
  2. AWWA (1998) Water Treatment Plant Design, 3rd Ed., AWWA, Denver, pp. 228-230
  3. AWWA (1999) Water Qnality and Treatment 5th Ed., AWWA, Denver, pp. 12.24-12.25
  4. Kawamura, S. (2000) Integrated Design and Operation of Water Treatment Facilities, 2nd Ed.,John Wiley & Sons, Inc., New York, pp. 523-527
  5. Sommerfeld, E.O. (1999) Iron and Manganese Removal Handbook, AWWA, Denver. pp.13-92
  6. WHO(한무영역) (1993) Guidelines for Drinking Water Quality, 2nd, Ed., pp. 64-65,147
  7. Williams, R.B. and Culp, G.L. (1986) Handbook of Public Water System, Van Nostrand Reinhold Company, New York, pp. 633-644
  8. 丹保憲仁. 小笠原紘一 (유명진, 조용모 공역). 1995. 상수처리, 동화기술. pp.110-114, 343-345
  9. 日本水道協會(2000) 水道施設設計指針. pp.332-334
  10. 水道技術研究セソター(2000), 淨水技術ガイドライン, pp. 87-89