摘要
通过室内物理模型,对金溪一级电站溢洪道水力学问题进行试验研究,提出了满足工程要求的较优的溢流堰体型和二道坝高度。此方案不仅有较好的泄流能力和消能效果,而且节省了工程投资。
Through hydraulic model test, this paper presents the hydraulics study results on overflow arch dam of Jinxi Hydroelectric Station, and puts forward an optimum configuration of overflow weir and subsidiary dam height for satisfying projet requests. This recommendatory scheme not only have comparatively good discharge capacity and energy dissipation results, but also can economize project investment.
出处
《长江科学院院报》
CSCD
北大核心
2003年第6期62-64,共3页
Journal of Changjiang River Scientific Research Institute