한국물환경학회지 (Journal of Korean Society on Water Environment)

  • 제26권4호
  • /
  • Pages.654-663
  • /
  • 2010
  • /
  • 2289-0971(pISSN)
  • /
  • 2289-098X(eISSN)
한국물환경학회 (Korean Society on Water Environment)
권호 표지

토지이용 특성을 고려한 소규모 농촌유역의 비점오염물질 유출특성 해석

Characterization of Runoff Properties of Non-point Pollutant at a Small Rural Area considering Landuse Types

  • 배상호 (과학기술연합대학원대학교 건설환경공학과) ;
  • 김원재 (한국건설기술연구원 건설환경연구실) ;
  • 윤영한 (한국건설기술연구원 건설환경연구실) ;
  • 임현만 (한국건설기술연구원 건설환경연구실) ;
  • 김은주 (한국건설기술연구원 건설환경연구실) ;
  • 박재로 (한국건설기술연구원 건설환경연구실)
  • Bae, Sang-ho (Division of Construction Environment Engineering, University of Science & Technology) ;
  • Kim, Weon-jae (Construction Environment Research Division, korea Institute of Construction Technology) ;
  • Yoon, Young H. (Construction Environment Research Division, korea Institute of Construction Technology) ;
  • Lim, Hyun-man (Construction Environment Research Division, korea Institute of Construction Technology) ;
  • Kim, Eun-ju (Construction Environment Research Division, korea Institute of Construction Technology) ;
  • Park, Jae-roh (Construction Environment Research Division, korea Institute of Construction Technology)
  • 투고 : 2010.04.13
  • 심사 : 2010.06.01
  • 발행 : 2010.07.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Attention has increasingly focused on the pollutant load discharged from rural area since the enforcement of total maximum daily loads (TMDLs) in korea. As one of the methods to control the inflow of pollutant load during wet weather events, local governments are attempting to apply non-point source control facility. To design those facilities appropriately, it is essential to understand the runoff characteristics of pollutants such as TSS, $BOD_5$, $COD_{Cr}$, TP and TN. In the paper, the quantitative analyses for pollutant runoff characteristics were examined in a small rural watershed with the area of about 53 hectares. For a dry weather day and wet weather events, variation patterns of dry weather flow and runoff characteristics of wet weather flows were monitored and investigated. The runoff model using XP-SWMM reflecting the landuse types of the watershed in detail was simulated to perform the sensitivity analyses for several factors influencing on their hydrograph and pollutographs. As a result, for the case of medium and small rainfall events (i. e. total rainfall of 35.8 and 17.5 mm), the impervious area including green house, roof and road which covers relatively low portion of total area (i. e. 16%) caused substantial first flush and the majority of total runoff load. Therefore, it has been concluded that the runoff characteristics of each pollutant and distribution of impervious area should be considered for the establishment of the control strategy of non-point pollutant runoff at a rural area.

키워드

참고문헌

  1. 김건하, 김영철, 이동률, 정하영, 여중현(2003) . 우리나라 농지-임야유역으로부터의 강우유출수 EMC 부하 분석 및 추정. 대한환경공학회지, 25(6), pp. 760-770.
  2. 김유리(2003). 경기도 안산천 유역에서 도시지역과 비도시 지역의 유출 및 비점오염원 특성분석을 위한 SWMM 적용. 석사학위논문, 서울대학교.
  3. 김이형, 강주현(2004). 강우시 발생하는 고속도로 유출수의 초기우수 특성 및 기준. 수질보전 한국물환경학회지, 20(6), pp. 641-646.
  4. 농림부(2007). 농촌지역 비점오염물질 관리방향 연구 및 기술개발.
  5. 배요섭, 남귀숙(2009). 농촌지역 비점오염관리 기술. 농어촌과환경, 102, pp. 83-93.
  6. 원철희, 최용훈, 서지연, 김기철, 신민환, 최중대 (2009). 산림과 밭 지역 강우 유출수의 EMC 및 원단위 산정. 수질보전 한국물환경학회지, 25(4), pp. 615-623.
  7. 유세진(2001). 강우시 비점오염원 유출특성파악 및 총량관리를 위한 SWMM 모형의 적용. 석사학위논문, 단국대학교.
  8. 이병수, 정용준, 박무종, 길경익(2008). 경안천 유역 농촌지역의 비점오염원 배출 특성에 관한 연구. 수질보전 한국물환경학회지, 24(2), pp. 169-173.
  9. 이용진(2009). SWMM을 이용한 조만강 유역의 비점오염 유출 모델링에 관한 연구. 석사학위논문, 경성대학교.
  10. 환경부(1998). 수질오염공정시험방법.
  11. 환경부(2009). 수질 및 수생태계 보전에 관한 법률.
  12. APHA, AWWA and WEF(1998). Standard method for the examination of water and wastewater. 20th edition, Washington D.C., U.S.A.
  13. 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
  14. Campbell, C. W. and Sullivan, S. M. (2002). Simulating time-varying cave flow and water levels using the Storm Water Management Model. Engineering Geology, 65, pp. 133-139. https://doi.org/10.1016/S0013-7952(01)00120-X
  15. Deletic, A.(1998). The first flush load of urban surface runoff. Wat. Res., 32(8). pp. 2462-2470. https://doi.org/10.1016/S0043-1354(97)00470-3
  16. Gautam, B., Kasi, M., and Lin, W. (2006). Determination of fecal coliform loading and its impact on river water quality for TMDL development. Proceedings of the Water Environment Federation, WEFTEC 2006, pp. 3851-3874.
  17. Sansalone, J. J. and Buchberger, S. G. (1997). Partitioning and first flush of metals in urban roadway storm water. J. of Environ. Engineering, 123(2), pp. 134-143. https://doi.org/10.1061/(ASCE)0733-9372(1997)123:2(134)