金溪电站溢流拱坝水力学试验研究  

Hydraulic test study on overflow arch dam of Jinxi Hydroelectric Station

作　　者：张锦娟[1] 吴子荣[1] 

机构地区：[1]浙江省水利河口研究院,浙江杭州310020

出　　处：《长江科学院院报》2003年第6期62-64,共3页Journal of Changjiang River Scientific Research Institute

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.

关 键 词：金溪电站 溢流拱坝 水力学 溢流堰 二道坝 水工模型试验 

分 类 号：TV135[水利工程—水力学及河流动力学]