摘要
方竹水电站岸边溢洪道集大流量、陡坡度、小弯道、沿程收缩、底板扭曲子一体．本文结合方竹水电站岸边溢洪道的设计，分析研究了溢洪道陡槽的收缩、小半径弯道等设计参数的选择。
The features of the spillway on bank of Fangzhu Hydropower Station are largeflow, aburpt slope,small curve,contraction along full length,torsion on the bottom. In designof the station,after analysis and study the design parameters of abrupt slope contraction,thesmall carve and so on are selected.
出处
《贵州水力发电》
1997年第1期32-35,61,共5页
Guizhou Water Power
关键词
方竹水电站
岸边溢洪道
设计参数
Fangzhu Hydropower Station, spillway on bank, design parameter
