DOI QR코드

DOI QR Code

Flow Characteristics of a Side-Weir in Rectangular Channel

구형 수로내 횡월류 흐름의 특성


Abstract

Flow characteristics occurring a side-weir overflow in rectangular channel is investigated in this study. A numerical model based on the two -dimensional shallow-water equations is employed to review the factors influencing on the side- weir overflow discharge and the change of flow depths and velocities. It is found that the discharge coefficient which has the most significant influence on the overflow is affected by geometric characteristics of a side-weir, Froude number of the main channel flow and the flow depth of the main channel at the starting point of a side-weir. And the discharge coefficient applicable to a practical design of a side-weir is proposed by deriving a relationship between Froude number of the main channel flow at the starting point of a side-weir and Froude number of the main channel flow.

본 연구에서는 구형 수로 내에서 횡월류가 발생할 때, 그 흐름 특성의 변화를 연구하였다. ADI 기법을 이용한 2차원 천수방정식을 수치해석하여 횡월류웨어 주변의 수심 및 유속변화, 월류량에 영향을 미치는 인자들을 검토하였다. 월류량에 가장 직접적인 영향을 미치는 인자인 유량계수는 웨어의 기하학적 특성 이외에 본류의 후르드수와 웨어부 시작점에서의 본류 수심의 영향을 받는다. 웨어부 시작점에서의 후르드수와 본류의 후르드수 사이의 상관관계 및 웨어부 시작점에서의 수심과 본류 수심의 상관 관계를 알아내어 실제 웨어 설계에 이용할 수 있는 유량계수를 제안하였다.

Keywords

References

  1. Ackers, P., 1957. 'A theoretical considerations of side-weir as storm water outflows.' Proceedings of the Institute of Civil Engineers, London, Vol. 6
  2. Borghei, S.M. and Jalili, M.R., 1999. 'Discharge coefficient for sharp-crested side weir in subcritical flow.' Journal of Hydraulic Engineering, Vol. 125, pp. 1051-1056 https://doi.org/10.1061/(ASCE)0733-9429(1999)125:10(1051)
  3. Chow, V.T., 1959. Open channel hydraulics, McGraw-Hill
  4. Collinge, V.K., 1957. 'The discharge capacity of side-weirs.' Proceedings of the Institute of Civil Engineers, London, Vol. 6
  5. El-Khashb, A. and Smith, K.V.H., 1976, 'Experimental investigation of flow over side weirs.' Journal of Hydraulic Engineering, Vol. 102, pp. 1255-1268
  6. El-Khashb, A. and Smith, K.V.H., 1978. 'Closure to experimental investigation of flow over side weirs.' Journal of Hydraulic Engineering, Vol. 104, pp. 126-128
  7. Hager, W.H., 1987. 'Lateral outflow over side weirs.' Journal of Hydraulic Engineering, Vol. 113, pp. 491-504 https://doi.org/10.1061/(ASCE)0733-9429(1987)113:4(491)
  8. Henderson, F.M., 1966. Open channel flow, Macmillan Company, New York
  9. Jalili, M.R. and Borghei, S.M., 1966. 'Discussion of 'Discharge coefficient of rectangular side weir by Singh, R., Maninannan, d. and Satyanarayana, T.' Journal of Irrigation and Drainage Engineering, Vol. 122, p. 132 https://doi.org/10.1061/(ASCE)0733-9437(1996)122:2(132)
  10. Ranga Raju, K.C., Prasad, B. and Gupta, S.M., 1979. 'Side weir in rectangular channel.' Journal of the Hydraulics Division, Vol. 105, pp. 547-554
  11. Robinson, D.I. and McGhee, T.J., 1993. 'Computer modeling of side-flow weirs.'Journal of Irrigation and Drainage Engineering, Vol. 119, pp. 989-1005 https://doi.org/10.1061/(ASCE)0733-9437(1993)119:6(989)
  12. Singh, R., Manivannan, D. and Satyanarayan, T., 1994. 'Discharge coeffient of rectangular side weirs.'Journal of Irrigation and Drainage Engineering, Vol. 120, pp. 814-819 https://doi.org/10.1061/(ASCE)0733-9437(1994)120:4(814)
  13. Subramanya, K. and Awasthy, S.C., 1972. 'Spatially varied flow over side-weirs.' Journal of Hydraulic Division, Vol. 98, pp. 1-11
  14. Uymaz, A., 1997. 'Side weir in U-shaped channel.' Journal of Hydraulic Engineering, Vol. 123, pp. 639-646 https://doi.org/10.1061/(ASCE)0733-9429(1997)123:7(639)
  15. Weiyan, T., 1992. Shallow water hydrodynamics, Water & Power Press, Beijing

Cited by

  1. 2D Numerical Simulations for Shallow-water Flows over a Side Weir vol.48, pp.11, 2015, https://doi.org/10.3741/JKWRA.2015.48.11.957