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Numerical Analysis of Flow and Bed Changes due to Tributary Inflow Variation at the Confluence of the Namhan River and the Geumdang Stream

남한강과 금당천 합류부 구간에서의 지류 유입유량 변화에 따른 흐름특성 및 하상변동 수치모의

  • Ji, Un (River and Coastal Research Division, Water Resources & Environment Research Department, Korea Institute of Civil Engineering and Building Technology) ;
  • Jang, Eun Kyung (River and Coastal Research Division, Water Resources & Environment Research Department, Korea Institute of Civil Engineering and Building Technology)
  • 지운 (한국건설기술연구원 수자원.환경연구본부 하천해안연구실) ;
  • 장은경 (한국건설기술연구원 수자원.환경연구본부 하천해안연구실)
  • Received : 2014.08.01
  • Accepted : 2014.10.01
  • Published : 2014.11.30

Abstract

Flow and bed changes due to tributary inflow variation at the confluence of the Namhan River and the Geumdang Stream were analyzed in this study using a two-dimensional numerical model. As a result of the numerical analysis, the velocity downstream of the confluence was greater than the velocity upstream of the confluence in the main channel regardless of the magnitude of tributary inflow. However, as tributary discharge increased, the channel erosion was accelerated and the dry area was produced at the tributary. Due to the bed erosion at the tributary, sediment transport was increased and the eroded sediments were deposited in the confluence area. The deposition in the confluence area changed the flow direction at the main channel to the left side and the localized flow eroded the channel bed at the left side. Therefore, it is expected that bank failure due to continuous bed degradation is possible in this area.

본 연구에서는 하상변동 및 하상유지공 유실 문제가 발생했던 남한강과 금당천 합류부 지점을 대상으로 지류에서 유입되는 유량의 변화에 따른 흐름특성 및 하상변동 특성을 2차원 수치모형을 이용하여 분석하였다. 대상 구간의 수치모의 분석결과, 본류에서는 흐름집중 현상에 의해 지류 유입유량에 관계없이 합류 전에 비해 합류 후 유속이 더 큰 것으로 나타났다. 그러나 지류 유입유량이 클수록 지류하천의 하도 침식이 가속화되고 따라서 주하도가 형성되어 지류에서의 마름영역이 더 크게 나타났다. 이로 인한 지류에서의 하도 침식은 지류에서의 유사발생량을 증가시키고 침식된 유사는 합류부 구간에 퇴적되는 것으로 나타났다. 합류부 구간에서의 지류 유입부 퇴적은 본류 흐름을 좌안으로 집중시키고 좌안의 하상이 저하되는 현상을 야기하였다.

Keywords

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