Water for future (물과 미래)

Korea Water Resources Association (한국수자원학회)
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Numerical Investigation of Transverse Dispersion in Natural Channels

자연하천에서 오염물질의 횡확산에 관한 수치모형

  • 서일원 (서울대학교 공과대학 토목공학과) ;
  • 김대근 (서울대학교 대학원 토목공학과)
  • Published : 1995.10.01
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Abstract

A two-dimensional stream tube dispersion model is developed to simulate accurately transverse dispersion processes of pollutants in natural channels. Two distinct features of the stream tube dispersion model derived herein are that it employs the transverse cumulative discharge as an independent variable replacing the transverse distance and that it is developed in a natural coordinate system which follows the general direction of the channel flow. In the model studied, Eulerian-Lagrangian method is used to solve the stream tube dispersion equation. The stream tube dispersion equation is decoupled into two components by the operator-splitting approach; one is governing advection and the other is governing dispersion. The advection equation has been solved using the method of characteristics and the results are interpolated onto Eulerian grid on which the dispersion equation is solved by centered difference method. In solving the advection equation, cubic spline interpolating polynomials is used. In the present study, the results of the application of this model to a natural channel are compared with a steady-state flow measurements. Simulation results are in good accordance with measured data.

자연하천에서 오염물질의 횡확산과정은 정확하게 모의하기 위하여 2차원 유관확산모형을 개발하였다. 본 모형에서는 독립변수로서 횡방향거리 대신에 횡방향누가유량을 도입하였고, 하천의 주흐름을 따라 좌표축을 설정하는 자연좌표계를 사용하였다. 유도한 유관확산방정식을 풀기 위한 수치방법으로서 Eulerian-Lagrangian method를 이용하였다. 유관확산방정식을 연산자분리방법을 이용하여 이송을 지배하는 방정식과 확산을 지배하는 방정식으로 분리하였다. 그리고 이송방정식은 Eulerian 계산격자상에서 특성곡선법을 이용하였고 확산방정식은 중앙차분법을 이용하여 수치모의 하였다. 본 연구에서는 이송방정식의 풀이에서 사용되는 보간다항식으로 cubic spline 보간다항식을 이용하였다. 본 연구에서 개발한 모형을 적용하여 실제 자연하천에서 행해진 정상상태의 색소실험 결과를 모의한 결과개발된 모형이 우수한 거동을 보이고 있음이 밝혀졌다.

Keywords

References

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