Analysis of Storm Water Run-off Characteristics during Wet Weather

강우시 합류식 하수관거의 유출특성 분석

  • 최성현 (강원대학교 환경공학과) ;
  • 최승철 (강원대학교 환경공학과) ;
  • 박은영 (강원대학교 환경공학과) ;
  • 임재명 (강원대학교 환경공학과)
  • Published : 2002.12.31

Abstract

Much of domestic city is served by combined sewer system rather than separate sanitary or storm sewers. During wet weather, when the volume of sanitary sewage and storm water entering the combined sewers exceeds the system capacity, the system is designed to overflow at several designated CSOs. The objective of this research is to have grasp of characteristics of combined sewer runoff and to evaluate efficiently the intercepted volume of CSOs. During the wet weather in first rainfall, SS load at each site H-1, H-2, and H-3 were 600kg/event, 370kg/event, and 289kg/event, SS load at each site in second rainfall were 216kg/event, 113kg/event, and 37.2kg/event. EMCs at each site were 702mg/L, 816mg/L, 861mg/L in first rainfall and 99.9mg/L, 161.9mg/L, 103.6mg/L in second rainfall, respectively. First flush coefficients b at each site were 0.237, 0.166, and 0.151.

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