Journal of Korea Water Resources Association (한국수자원학회논문집)

Korea Water Resources Association (한국수자원학회)
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A Numerical Simulations on the Flow over Ogee Spillway with Tainter Gate

테인터수문이 설치된 월류형 여수로에서의 흐름에 대한 수치모의

  • 김대근 (대불대학교 토목환경공학과) ;
  • 박재현 (인제대학교 토목공학) ;
  • 이재형 (현대엔지니어링(주) 수자원부)
  • Published : 2004.08.01
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Abstract

In this study, overflow behaviors through a partially open tainter gate mounted on a standard ogee spillway were investigated by using the FLOW-3D. The results indicated that the discharge coefficient is in the range of 0.685 to 0.723. A relation of gate-controlled discharge to free discharge was proposed and a reasonable correlation between the free and controlled discharge was obtained. Pressures on the spillway crest and the gate were also investigated. As the gate opening rate decreases with a fixed gate opening height and the gate opening height increases at a fixed gate opening rate, negative pressures on the spillway crest and the dimensionless maximum pressures on the gate increase.

본 연구에서는 FLOW-3D를 이용하여, 테인터수문이 설치된 표준 월류형 여수로에서 수문을 부분 개방했을 경우에 대한 월류흐름 거동을 해석하였다. 모의결과, 유량계수는 약 0.685에서 0.723의 범위를 가지는 것으로 분석되었다. 수문을 완전 개방한 경우의 월류유량을 이용하여 수문을 부분 개방한 경우의 월류유량을 효과적으로 산정 할 수 있는 방법을 제시하였다. 수문의 개방고와 개방도에 따라 여수로면과 수문에 작용하는 압력분포의 특성을 분석하였다. 일정한 수문 개방고에 대해 수문의 개방도가 감소할수록 그리고 일정한 개방도에 대해 수문의 개방고가 높을수록, 여수로면에서 부압은 크게 발생하며 수문에 작용하는 무차원 최대압력은 증가하는 것으로 분석되었다.

Keywords

References

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