摘要
本文主要从箱子岩水电站闸坝的布置、泄洪闸及消能防冲建筑物水力学计算、水力学试验成果，阐明开敞式闸坝＋下挖消力池的合理性。
This article clarifies the rationality of open gate dam with undermined stilling pool mainly from the hydraulics calculation and test of the layout, flood gate and energy dissipating and anti - scour structure of Xiangaziyan hydropower project.
关键词
水力学
设计
闸坝
箱子岩水电站
hydraulics
design
gate dam
Xiangaiyan hydropower project
