DOI QR코드

DOI QR Code

Modelling the Dispersion Behavior of Conservative Pollutants within Daechung Dam using EFDC-Hydro

EFDC를 이용한 대청댐내 보존성 오염물질 확산 모델링에 관한 연구

  • 박노석 (한국수자원공사 K-water 연구원) ;
  • 김성수 (한국수자원공사 K-water 연구원) ;
  • 정선아 (한국수자원공사 K-water 연구원) ;
  • 김종오 (강릉원주대학교 토목공학과) ;
  • 김도환 (한국수자원공사 K-water 연구원) ;
  • 강문선 ((주)코오롱글로벌)
  • Published : 2012.10.15

Abstract

Selecting Daechung Dam as a sample study site, this study simulates virtual water quality incident which can be occurred using EFDC maintained by USEPA. In order to predict the behavior and diffusion of leaked conservative pollutant within dam under the worst condition, the hydrological data and information from 2008 were used. EFDC was successfully calibrated for observed water level obtained from the above sources. From the results of simulations, even though the concentrations (500 ppm, 1,000 ppm and 10,000 ppm) of leaked pollutant were different with each other at the same sources, the travel time of each peak concentration appeared similar. Also, changing the leak source point from dam gate(0 km) to 7 km, it was found that as leak source point was nearer to the dam gate, the travel time of each peak concentration showed up sooner. It was simulated to take 1 day to 15 days for initial appearance of the leaked pollutant according to the leaked points, and 3 days to 25 days for the reach of the peak concentration, respectively.

Keywords

References

  1. Cole, T. M. and Buchak, E. M. (1995) CE-QUAL-W2: A Two-Dimensional, Laterally Averaged, Hydrodynamic and Water Quality Model, Version 2.0: User manual, Instruction Report 디-95-1, us Army Engineer Waterways Experiment Station, Vicksburg, MS.
  2. 서동일, 서미진, 구명서, 우재균 (2009), EFDC-Hydro와 WASP7.2를 이용한 금강하류의 수리-수질 연계 모델링, 상하수도학회지, 23(1), 15-22.
  3. 환경부 ( 2010) 물환경정보시스템 홈페이지 http://water.nier,go.kr/weis
  4. Tetra Tech, Inc., (2002) Hydrodynamic and transport extension to the EFDC model. A report to the U. S. Environmental Protection Agency, Fairfax, VA.
  5. Hamrick, J. M. (1992) A Three-Dimensional Environmental Fluid Dynamics Computer Code; Theoretical and Computational Aspects, The college of William and Mary, Virginia Institute of Marine Science.
  6. Hamrick, J. M. (1994) Linking Hydrodynamic and Biogeochemical Transport Models for Estuarine and Coastal Waters. Estuarine and Coastal modelling. Proceeding of the 3rd International Conference, American Society of Civil Engineers, New York.
  7. Park, S. S. and Lee, Y. S. (2002) A Water Quality Modelling Study of the Nakdong river, Korea. Ecological Modeling, 152(1), 65-75 https://doi.org/10.1016/S0304-3800(01)00489-6

Cited by

  1. A Study on the Operational Forecasting of the Nakdong River Flow with a Combined Watershed and Waterbody Model vol.30, pp.1, 2014, https://doi.org/10.15681/KSWE.2014.30.1.016
  2. 3차원 수리모델을 이용한 한강 상수원구간 지류영향 분석 및 수질오염사고 시나리오 모의 vol.34, pp.4, 2018, https://doi.org/10.15681/kswe.2018.34.4.363