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.

 
  • 通過(guò)室內物理模型,對金溪一級電站溢洪道水力學(xué)問(wèn)題進(jìn)行試驗研究,提出了滿(mǎn)足工程要求的較優(yōu)的溢流堰體型和二道壩高度。
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