DISCHARGE COEFFICIENT OF LATERAL DIVERSION FROM TRAPEZOIDAL CHANNEL

被引:83
作者
CHEONG, HF
机构
[1] Dept. of Civ. Engrg., National Univ. of Singapore
关键词
Equations of Motion - Flow of Fluids--Measurements - Mathematical Techniques--Numerical Methods;
D O I
10.1061/(ASCE)0733-9437(1991)117:4(461)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The discharge coefficient of a lateral opening in a prismatic trapezoidal main channel is determined for subcritical flow conditions from considerations of the conservation of energy and the conservation of momentum. The latter requires an empirical relationship for the local downstream component of the spillage velocity with the local downstream velocity in the main part of the channel. The discharge coefficients obtained by both considerations for a broad range of Froude numbers, combination of both side slopes of 1V: mH with m = 0, 0.5, 1.0, and 2.0, and different lengths of lateral opening are found to be nearly the same. The measured water depth just downstream of the lateral opening is not recommended for use in the numerical determination of the discharge coefficient and the reasons are discussed in detail. The discharge coefficient is found to be related to the upstream Froude number and this relationship is empirically established.
引用
收藏
页码:461 / 475
页数:15
相关论文
共 7 条
[1]  
Ackers P., A theoretical consideration of side weir as storm water flows, Proc. Institution of Civil Engineers, 6, pp. 250-269, (1957)
[2]  
Collinge V.K., Discharge capacity of side weirs, Proc. Institution of Civil Engineers, 6, pp. 288-304, (1957)
[3]  
DeMarchi G., Channels with increasing discharge, L'Energia Elettrica, 18, 6, pp. 351-360, (1934)
[4]  
El-Khashab A., Smith K.V.H., Experimental investigation of flow over side weirs, J. Hydr. Engrg., 102, 9, pp. 1255-1268, (1976)
[5]  
Frazer W., The behaviour of side weirs in prismatic rectangular channels, Proc. Institution of Civil Engineers, 6, pp. 305-327, (1957)
[6]  
Ranga Raju K.G., Prasad B., Gupta S.K., Side weir in rectangular channel, J. Hydr. Engrg, 105, 5, pp. 547-554, (1979)
[7]  
Subramanya K., Awasthy S.C., Spatially varied flow over side weirs, J. Hydr. Engrg., 98, 1, pp. 1-10, (1972)