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NTIS 바로가기韓國水資源學會論文集 = Journal of Korea Water Resources Association, v.35 no.3, 2002년, pp.251 - 259
박태선
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 veloc...
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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
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
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
Subramanya, K. and Awasthy, S.C., 1972. 'Spatially varied flow over side-weirs.' Journal of Hydraulic Division, Vol. 98, pp. 1-11
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Weiyan, T., 1992. Shallow water hydrodynamics, Water & Power Press, Beijing
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