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Estimation of Runoff Characteristics of Nonpoint Pollutant Source in Railroad Area

철도지역의 비점오염원 유출특성

  • Lee, Chun Sik (Department of Environmental Engineering, Kyeongnam National University of Science and Technology) ;
  • Seo, Gyu Tae (Department of Environmental Engineering, Changwon National University) ;
  • Yoon, Cho Hee (Department of Environmental Engineering, Kyeongnam University) ;
  • Kwon, Heon Gak (Nakdong River Water Environment Research Center, National Institute of Environmental Research) ;
  • Lee, Jae Woon (Nakdong River Water Environment Research Center, National Institute of Environmental Research) ;
  • Cheon, Se Uk (Nakdong River Water Environment Research Center, National Institute of Environmental Research)
  • 이춘식 (경남과학기술대학교) ;
  • 서규태 (창원대학교) ;
  • 윤조희 (경남대학교) ;
  • 권헌각 (국립환경과학원 낙동강물환경연구소) ;
  • 이재운 (국립환경과학원 낙동강물환경연구소) ;
  • 천세억 (국립환경과학원 낙동강물환경연구소)
  • Received : 2014.02.20
  • Accepted : 2014.03.17
  • Published : 2014.03.31

Abstract

The MFFn(Mass first flush), EMCs(Event mean concentrations) and runoff loads were analyzed for various rainy events(monitoring data from 2011 to 2012) in transportation area(rail road in station). The pollutant EMCs by volume of stormwater runoff showed the BOD5 9.6 mg/L, COD 29.9 mg/L, SS 16.7 mg/L, T-N 3.271 mg/L, T-P 0.269 mg/L in the transportation areas(Railroad in station). The average pollutant loading by unit area of stormwater runoff showed the BOD5 $27.26kg/km^2$, COD $92.55kg/km^2$, SS $50.35kg/km^2$, T-N $10.13kg/km^2$ and T-P $10.13kg/km^2$ in the transportation areas. Estimated NCL-curve(Normalized cumulated-curve) was evaluated by comparison with observed MFFn. MFFn was estimated by varying n-value from 10% to 90% on the rainy events. The n-value increases, MFFn is closed to '1'. As time passed, the rainfall runoff was getting similar to ratio of pollutants accumulation. The result of a measure of the strength of the linear relationship between observed data and expected data under model was good.

Keywords

References

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