摘要
结合拱坝的水工模型试验,对小桥墩的设置、出口堰宽的变化等因素对拱坝WES堰流量系数的影响进行了对比试验和分析,并得出了相应的结论。
The comparative hydraulic modeling tests and analysis have been done to show the influence of the factors,such as the establishing of pier,the variance of weir outlet width,to the flow coefficient of WES weir of arch dam.The results are concluded.
出处
《水文》
CSCD
北大核心
2002年第5期35-37,17,共4页
Journal of China Hydrology