DOI QR코드

DOI QR Code

Analysis of Two Dimensions Hydraulic Characteristic in Steep Meandering Channel

급경사 만곡부 하도의 2차원 수리특성 해석

  • Park, Ki-Bum (Department of Construction Information Andong Science College) ;
  • Lim, Kee-Seok (Province of Kyeongsangbukdo, Department of pollution protection)
  • 박기범 (안동과학대학 건설정보과) ;
  • 임기석 (경상북도 수질보전과)
  • Published : 2007.09.30

Abstract

This study analyzed two dimensions hydraulic characteristic for actual flood events in steep meandering channel. It could get analysis results as follows; A water level difference of downstream more great than one of upstream at inner and outer of meandering channel. It judged that a significance of downstream level could appear more greatly in meandering channel bank, hydraulic structure and flood inundation analysis. As velocity and depth analysis was shown that much amount flow passing fast velocity happened in meandering channel, it could help establishment of meandering channel bank. In this study, the results of two dimension hydraulic analysis results could help a counterpaln establishment for the flood inundation and bank collapse.

Keywords

References

  1. 최종인, 2002, 자연하천 만곡부의 횡방향 안정하상을 위한 한계속도, 한국수자원학회논문집, 35(2), 195-202
  2. Zirnrnennann C, Kennedy J. F., 1978, Transverse bed slope in curved alluvial streams, Journal of Hydraulics Div., 104, HY1, 33-48
  3. Falcon M. A., Kennedy J. F., 1983, Flow in alluvial- river curves, Journal of Fluid Meeh, 133, 1-16 https://doi.org/10.1017/S0022112083001755
  4. 박재현, 윤성용, 선우중호, 1992 , 축방향흐름이 있는 만곡부 흐름의 해석, 한국수문학회지, 25(3), 87-96
  5. 윤세의, 이종태, 1990, 만곡수로에서의 곡률반경 변화에 따른 흐름특성, 한국수문학회지, 23(3), 435-444
  6. 차영기, 김이현, 2002, 만곡하천에서 수공구조물 에 의한 하천범람 예방, 대한토목학회논문집, 22(3-B), 341-351
  7. 임동희, 송인렬, 안승섭, 이증석, 2005, 가상만옥 수로에서 구조물 위치에 따른 수리특성에 관한 연구, 한국환경과학회 봄학술발표회 논문집, 142 -147
  8. 박종권, 박기범, 지홍기, 2005 , 임하댐 하류유역의 지형학적 홍수피해 원인분석, 한국환경과학회 가 을학술발표회 논문집, 400-404
  9. 여운기, 2004 , 자연하도의 홍수파 부정류해석, 석사학위논문, 공학부, 영남대학교, 경북

Cited by

  1. Analysis of Curved-Channel Characteristics on Sloping Drop Structure Using Hydraulic Model Experiments vol.13, pp.3, 2013, https://doi.org/10.9798/KOSHAM.2013.13.3.167