摘要
DKQ水电站工程位于峡谷山区,发电引水隧洞长4.56km,施工期布置了3条施工支洞。主要介绍施工支洞封堵体的设计及计算方法,经运行检验,封堵体结构稳定,运行良好。
DKQ hydropower project is located in the valley of the valley, the water tunnel is 4.56km h）ng, and three construction bridges are arranged （luring the construction period. This paper mainly introduces the design and calculation method of the retaining hole block. After more than a year of running test, the block body structure is stable, running well.
出处
《水科学与工程技术》
2017年第6期46-48,共3页
Water Sciences and Engineering Technology
关键词
施工支洞
封堵体
计算
结构
construction branch
blocking body
calculation
structure
