Journal of Korean Society of Water and Wastewater (상하수도학회지)

The Korean Society of Water and Wastewater (대한상하수도학회)
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Effect for CSOs Storage Construction - Analysis of Storm Water Run-off Characteristics in combined sewer system

합류식 하수관거 월류수 저장 시설에 대한 효과 - 강우시 합류식 하수관거에서의 오염물질 유출특성 분석

  • 박진규 (안양대학교 환경공학과) ;
  • 이남훈 (안양대학교 환경공학과) ;
  • 김해룡 (한국환경공단 환경시설본부) ;
  • 이웅 (한국환경공단 환경시설본부) ;
  • 이채영 (수원대학교 토목공학과)
  • Published : 2011.12.15
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Abstract

This aim of study was to investigate the characteristics of discharge of pollutants as well as the correlation between flow rate and water quality constituents in a combined sewer system according to the characteristics of rainfall. For the loading rates for each pollutant, the median concentrations of all pollutants except T-N was increased when a CSO took place. The loading rates of BOD, COD, SS, T-N, T-P, Cu and Zn at the CSOs were 328-1255, 25-129, 83-2009, 4-12, 14-51, 5-11 and 5-13 times higher than the DWF (Dry Whether Flow), respectively. Especially, SS loading rate was found to be highest in all pollutants. On the other hand, the range of the first flush coefficient, b for water quality constituents such as BOD, COD, SS, T-N, T-P, Cu and Zn were 0.537-0.878, 0.589-0.888, 0.516-1.062, 0.852-1.031, 0.649-0.954, 0.975-1.015 and 0.900-1.114, respectively. In term of correlation between flow rate and pollutant concentrations, SS concentration was highly correlated to flow rate. However, there was an inverse correlation between EC (Electrical Conductivity) and flow rate because of the high dilution of flow rate. In case of correlation between pollutants, there was a high correlation between SS and T-P.

Keywords

References

  1. 기상청 (2006) 기상 연보
  2. 기상청 (2007) 기상 연보
  3. 기상청 (2008) 기상 연보
  4. 기상청 (2009) 기상 연보
  5. 기상청 (2010) 기상 연보
  6. 김영철, 안익성, 이명재 (2007) 농촌 소도시의 CSOs 발생패턴분석 및 관리대책에 관한 연구, 한국물환경학회지, 23(4), 543-550
  7. 신봉순,임재명, 최승철, 원철희, 김병욱 (2004) 강우시 CSOs 및 SSD가 하천수질에 미치는 영향에 관한 기초연구, 대한상하수도학회.한국물환경학회 공동 추계학술발표회논문집, pp. P 548-P 553.
  8. 이두진,김주환, 우형민, 안효원 (2005) 오염부하 물질수지 분석을 통한 합류식 하수관거 적정 차집용량 결정(I) -오염부하 물질수지 분석- 대한상하수도학회지, 19(5), 547-556.
  9. 이두진,신응배 (2004) 강우유출 모델을 이용한 합류식 하수관거 월류수 저류시설의 용량결절에 관한 연구(I) -월류수 발생특성 분석-, 대한환경공학회지, 26(3), pp. 362-369
  10. 조덕준,김건하 (2006) 소규모 도시유역 합류식 하수관거 월류수 특성화 및 최적 저류지 용량 결정, 한국물환경학회, 22(2), 314-320.
  11. 최성현,최승철, 원철희, 김병욱, 임재명 (2002) 강우시 합류식 하수관거의 유출특성 및 차집유량 산정, 대한상하수도학회.한국물환경학회 공동 추계학술발표회논문집, pp. G141- G144.
  12. 환경관리공단 (2008) 구리초기우수저류시설 시범설치공사 기대효과분석
  13. 환경부 (2005) 하수도 시설기준
  14. 환경부 (2007a) 합류식하수도월류수(CSOs)오염부하 저감시설설치 타당성 조사용역 보고서
  15. 환경부 (2007b) CSOs와 SSOs관리를 위한 계획수립지침개발 보고서
  16. APHA,AWWA, WEF (2005) Standard methods for th examination of water and wastewaters, 21st ed., Washington, D.C.
  17. Bertrand-Krajewski, J.L., Chebbo, G., and Saget, A. (1998). Distribution of pollutant mass vs volume in stormwater discharges and the first flush phenomenon, Wat. Res., 32(8), pp. 2341-2356. https://doi.org/10.1016/S0043-1354(97)00420-X
  18. Brezonik, Patrick L., and Stadelmann, Teresa H. (2002) Analysis and predictive models of stormwater runoff volumes loads, and pollutant concentration from watersheds in the Twin Cities metropolitan area, Minnesota, USA, Wat. Res., 36(7), pp. 1743-1757 https://doi.org/10.1016/S0043-1354(01)00375-X
  19. Diaz-Fierros, T.F., Puerta, J., Suarez, J., and Diaz-Fierros, V.F. (2002) Contaminant loads of CSOs at the wastewater treatment plant of a city in NW Spain, Urban Water, 4(3), 291-299 https://doi.org/10.1016/S1462-0758(02)00020-1
  20. Kim G.H., Yur J.H., and Kim J.K. (2007) Diffuse pollution loading from urban stormwater runoff in Daejeon city, Korea, Journal of Environmental Management, 85(1), pp. 9-16. https://doi.org/10.1016/j.jenvman.2006.07.009
  21. Mounira Kafi, Gasperi, J., Moilleron, R., Gromaire, M.C., Chebbo, G. (2008) Spatial variability of the characteristics of combined wet weather pollutant loads in paris, Wat. Res., 42(3) pp. 539-549. https://doi.org/10.1016/j.watres.2007.08.008