Dynamic EMCs and Optimum Treatment Criteria for Stormwater Runoff of a Railway Station

철로 역사 건설에 따른 강우 유출수내 비점오염물질의 동적 EMCs 및 처리방안 연구

  • 임경호 (공주대학교 건설환경공학부) ;
  • 김기동 (공주대학교 건설환경공학부) ;
  • 이병식 (공주대학교 건설환경공학부) ;
  • 김이형 (공주대학교 건설환경공학부)
  • Published : 2005.08.01

Abstract

In order to successfully propel the stormwater management program, administration plan of stormwater management is enacted in Spring, 2005. Hereafter, in a newly developing area such as a railway station, the best management practices should be established to control the nonpoint pollutant. Construction of a railway station means the increasing of imperviousness rate and lots of nonpoint pollutant emissions during rainfall. Therefore this research was performed to determine the pollutant EMC and to suggest the possible best management practice for treating nonpoint pollutants from a railway station. The $95\%$ confidence intervals of pollutant EMC were ranged to 69.4-115.2mg/L for TSS, 132.7-190.4mg/L for COD, 5.4-15.1ug/L for Oil & Grease, 4.9-12.4mg/L for TKN and 568.4-620.1ug/L for TP. The first flush criteria was ranged to 5-10mm accumulated rainfall using dynamic EMCs, Also laboratory reactor testing was performed. It shows that Zeolite media is useful for removing the washed-off pollutants from a railway station, especially for metal ions.

Keywords

References

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