Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
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An Analysis of the Flow and Bed Topography Characteristics of Curved Channels with Numerical Model

수치모형에 의한 만곡수로의 흐름 및 하상 특성 분석

  • Published : 2000.02.01
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Abstract

A numerical model which can analyze the flow and bed topography characteristics of a single bend and continuous one was suggested using the equations of mass, momentum, the vertical distribution of secondary flow, and the transverse bed slope. The calculated flow and bed topography characteristic values were compared with the experimental data in a single bend, and the predicted path of maximum streamwise velocity in continuous bends also compared with the Vadnal and Chang's data. The comparisons gave good results. A curved channel with 180 degrees was used. Sand and anthracite were selected as bed materials in the movable bed experiments. The model application of this model to the sand bed and the anthracite one accorded well with the observed values in the experiments. This model was proved to be useful for predicting the flow and bed topography with the change of bed materials. The results of this research could be used to construct and control curved channels as a fundamental information.mation.

본 연구에서는 연속방정식, 운동량방정식, 2차흐름의 연직분포식, 횡방향 하상경사식 등을 이용하여 단일만곡수로 뿐만 아니라 연속만곡수로에서 흐름특성과 하상변동을 분석할 수 있는 수치모형을 계산하였다. 단일만곡수로에서는 흐름특성치와 하상변동을 실험치와 비교하였으며, 연속만곡수로에서는 최대유속의 이동경로를 Vadnal 수치모형의 계산치, Chang의 실험치와 비교하여 만족할 만한 결과를 얻었다. 중심각 $180^{\circ}$ 인 유로만곡부에서 고정상 및 이동상의 조건으로 실험을 실시하였으며, 하상재료로는 모래와 안트라싸이트를 선택하였다. 모래와 안트라싸이트의 경우에도 실험치와 계산치가 비교적 일치하고 있어서 하상재료가 변화되는 유로만곡부에서도 수치모형의 적용성을 확인하였다. 이 연구는 유로만곡부의 설계, 시공, 유지 및 관리 등에 필요한 흐름특성과 하상변동에 관한 기초자료를 제공할 것으로 생각된다.

Keywords

References

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