摘要
金沙水电站导截流工程具有流速大、截流落差高、施工工期紧等特点。为保证截流成功,利用水力学计算并开展模型试验,选取了预进占单戗立堵截流、截流戗堤与围堰分开布置的方法进行施工。结果表明:针对河道较宽和导流明渠狭窄、流速大的情况,预进占单戗立堵截流能有效降低截流风险和截流难度,可实现快速截流并降低投资成本。研究成果可为类似工程提供参考。
Aiming at the characteristics of diversion and closure project in Jinsha Hydropower Station,such as high flow velocity,high closure drop,and tight construction period,to ensure a successful closure,we used hydraulic calculations and model test results to select the construction method of pre-advance occupancy and vertical block⁃ing and the separation of closure levee and cofferdam.The results showed that in the case of wide river,narrow di⁃version channel and high flow rate,pre-advance occupancy and vertical blocking could effectively reduce the risk and difficulty of river closure,achieve rapid closure and reduce the investment cost.The research result could pro⁃vide reference for similar projects.
作者
刘同林
LIU Tonglin(Sichuan Ertan International Engineering Consulting Co.,Ltd.,Chengdu 611130,China)
出处
《水利水电快报》
2022年第3期10-13,共4页
Express Water Resources & Hydropower Information
关键词
导截流
围堰工程
导流明渠
金沙水电站
diversion and closure
cofferdam
open diversion channel
Jinsha Hydropower Station