DOI QR코드

DOI QR Code

Effect and Control of the Sediment in the Combined Sewer on CSOs

합류식 하수관거내 퇴적물이 CSOs에 미치는 영향 및 제어방안

  • Lim, Bongsu (Department of Environmental Engineering, Daejeon University) ;
  • Kim, Doyoung (Department of Environmental Engineering, Daejeon University) ;
  • Lee, Kuangchun (Hyupsin Enterprise Co., Ltd.)
  • Received : 2010.08.25
  • Accepted : 2010.12.09
  • Published : 2011.01.30

Abstract

This study is selected two points of combined sewer that occurred Fish Kill after first flush, that analyzed generation of pollutants and stream runoff generation of combined sewer overflows (CSOs) as fine weather and rainfall. In addition, this study was to analyze the relationship between CSOs and sediments, to propose measures to reduce the sediment relevant with CSOs and rainfall runoff from entering sewage treatment plants and measures for discharged directly into streams when indicate relatively good water quality after overflow. Sediments in combined sewer system was discharged about 50~80% as overflows during rainfall and we can reduce the amount of the CSOs at least 50% or more if the sewer does not exist in the sediments because of the amount of discharge about the amount of intercept has been investigated by 3~5 times. Because of velocity at sediment interval in sewer is very low, sewage velocity of about 3~5 times as much as it can increase the amount of sediment can be reduced if the separation wall is installed. Effective control of BOD overflow load is respectively 77.5%, 75.8% at first point, second point by the separation wall is installed. Drainage area greater than area in this study or many combined sewer overflows region is increased the more effective control of separation wall. Turbidity to measure changes in water quality of overflows can be used as an factor to control the intercept flows because the intercept flows(3Q) after the first flush has lowered removal efficiency and increases the operational load of sewage treatment plants. Sewage water quality after a overflow when the reasonable turbidity was measured at this point flows to excluded intercept flow(1Q) can be discharged to stream.

Keywords

References

  1. 김연권, 신응재, 이두진, 배요섭, 윤현식(2000). 산업공단에서의 지표유출수 오염물질 특성. 대한환경공학회지, 22(4), pp. 689-698.
  2. 박규홍, 김형준, 이태훈, 김효겸(2008). 하수관거내 퇴적물의 입도별 성상에 관한 연구. 춘계학술연구발표회 논문집, 대한환경공학회, pp. 775-778.
  3. 신응배(1994). 합류식 하수관의 월류수와 방류선 수질관리. 한국수도협회지, 69(9), pp. 47-58.
  4. 신응배, 이두진, 곽수동, 선상운, 이동훈(2003). 하수관거모델을 이용한 CSO 저류시설의 최적용량결정에 관한 연구. 공동춘계학술발표회 논문집, 한국물환경학회.대한상하수도학회, pp. 309-312.
  5. 어성욱(2009). 초기우수처리 시스템 기술개발 연구용역 보고서.
  6. 윤현식(1998). 합류식 하수관거 월류수의 오염물질 특성과 처리. 공학박사학위논문, 한양대학교.
  7. 이두진, 김문일(2005). 하수관거내 오염물질 성상변화 특성. 대한환경공학회지, 27(9), pp. 911-916.
  8. 임봉수, 김도영, 이광춘(2007). 우오수분리벽을 이용한 합류식 하수관거와 분류식 우수관거의 월류수 제어효과 비교. 수질보전 한국물환경학회지, 23(4), pp. 458-466.
  9. 조만재, 신응배, 김연권, 배우근(2001). 합류식 하수관거내 퇴적물에 의한 오염물질 발생특성. 수질보전 한국물환경학회지, 17(3), pp. 407-415.
  10. 한강유역환경청(2007). 하수처리장의 CSOs 처리대책 및 최적운영 방안수립 요약보고서: 강우시 하수처리장 최초 침전지 월류수처리 중심으로.
  11. 환경부(2005). 하수도시설기준.
  12. APHA, AWWA and WEF (2005). Standard Methods for the Examination of Water and Wastewater, 21th Ed., Washington D.C.
  13. WEF (1992). Stormwater Monitoring, Measurement, and Management, Pre-Conference Seminar Proceedings, 65th Annual Conference & Exposition New Orleans, Sep.