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Estimation of discharge coefficients of the broad-crested side weir with various levee's side slope of main channel

본류수로의 제방사면경사에 따른 광정횡월류위어의 유량계수 산정

  • Kang, Ho-Seon (National Disaster Management Research Institute) ;
  • Cho, Hong-Je (Dept., of Civil & Environmental Engrg., University of Ulsan)
  • 강호선 (국립재난안전연구원) ;
  • 조홍제 (울산대학교 공과대학 건설환경공학부)
  • Received : 2016.07.13
  • Accepted : 2016.09.29
  • Published : 2016.11.30

Abstract

The flow characteristics of the broad-crested side weir considering the levee's side slope of main channel ($ES_{ch}$) was investigated through hydraulic experiment in order to estimate the discharge coefficient equation. For applicability to actual river, levee's side slope of main channel 1:0.5, 1:1 and 1:2 were selected. Experimental results show that the new estimated equation for the discharge coefficient including $ES_{ch}$ is reasonable and effective in actual applications by comparing estimated and measured discharge over side weirs. Through a multiple linear regression analysis the importance of variabes were ordered as $ES_{ch}$ > $h/y_u$ > $L/y_u$ > $Fr_u$. Especially the discharge coefficient equation without $Fr_u$ was suggested, and the high applicability was reviewed by comparing the measured and calculated overflow of broad-chested side weir.

국본 연구에서는 본류수로의 제방사면경사($ES_{ch}$)에 따른 광정횡월류위어에서의 흐름변화를 수리모형실험을 통해 분석하고, 그에 따른 유량계 수산정식을 제시하였다. 제방사면경사는 실제 하천에서의 적용성을 고려하여 1:0.5, 1:1, 1:2를 선정하였다. 제방사면경사가 포함된 광정횡월류위어의 유량계수산정식은 기존의 유량계수산정식 보다 합리적이고 적용성이 높은 것으로 확인되었다. 다중회귀분석결과 변수 중 본류수로의 제방사면경사($ES_{ch}$)>횡월류위어높이-상류수심비($h/y_u$)>횡월류위어길이-상류수심비($L/y_u$)>상류 푸르드수($Fr_u$)의 순서로 중요도가 높은 것으로 나타났다. 특히 기존의 연구와 개수로 흐름에서 가장 중요한 인자인 Froude수가 포함되지 않은 유량계수산정식을 제안하였으며, 그 적용성도 높은 것으로 나타났다.

Keywords

References

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