ENERGY-DISSIPATION ON STEPPED SPILLWAYS

被引:79
作者
CHRISTODOULOU, GC
机构
[1] Dept. Civ. Engrg., Nat. Tech. Univ. of Athens, Athens
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1993年 / 119卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-9429(1993)119:5(644)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Potentially high energy dissipation on stepped overflow spillways would imply a significant reduction of the size of downstream stilling basins. The amount of energy loss on such spillways under skimming-flow conditions is examined experimentally for structures with a moderate number of steps and a width-to-height ratio equal to 0.7. The experimental results, supported by dimensional considerations, indicate that the most important parameters governing energy dissipation are the ratio of the critical depth of flow passing over the spillway to the step height y(c)/h, and the number of steps N. Dissipation is highest for the small values of y(c)/h tested, near unity, and decreases with increasing y(c)/h; for a certain y(c)/h the dissipation increases with N. The results are compared to those of earlier investigations referring to a large number of steps. For commonly used ranges of the step dimensions, a general relation is established between the energy loss and the parameter y(c)/h, which may be useful in practical applications.
引用
收藏
页码:644 / 650
页数:7
相关论文
共 7 条
[1]  
Bouyge B., Garnier G., Jensen A., Martin J.P., Sterenberg J., Construction et controle d’un barrage en beton compacte au rouleau (BCR): Un travail d’equipe, Proc., 16<sup>eme</sup> Congres Des Grands Barrages, pp. 588-612, (1988)
[2]  
Chow V.T., Open-Channel Hydraulics, (1959)
[3]  
Hollingworth F., Druyts F.H.W.M., Rollcrete: Some applications to dams in South Africa, Water Power and Dam Constr., 38, 1, pp. 13-16, (1986)
[4]  
Peyras L., Royet P., Degoutte G., Flow and energy dissipation over stepped gabion weirs, J. Hydr. Engrg., ASCE, 118, 5, pp. 707-717, (1992)
[5]  
Rajaratnam N., Skimming flow in stepped spillways, J. Hydr. Engrg., ASCE, 116, 4, pp. 587-591, (1990)
[6]  
Sorensen R.M., Stepped spillway hydraulic model investigation, J. Hydr. Engrg., ASCE, 111, 12, pp. 1461-1472, (1985)
[7]  
Young M.F., Feasibility study of a stepped spillway, Proc. Hydr. Div. Spec. Conf., ASCE, pp. 96-106, (1982)