摘要
文章系统介绍了万家口子水电站碾压混凝土拱坝总体布置、体形设计、泄洪建筑物布置、防渗设计及施工导流布置等方面的设计要点。初期蓄水期间的监测成果表明,大坝的应力大小及分布范围、坝肩变形、渗流量等指标均符合规范和设计要求,拱坝的布置设计是合理的。
This paper systematically introduces the general layout,shape design,flood releasing structure layout,seepage prevention design and construction diversion layout of the RCC arch dam of Wanjiakouzi Hydropower Station.The monitoring results during the initial impoundment period show that the stress size and distribution range,dam shoulder deformation,seepage flow and other indicators of the dam are in accordance with the specifications and design requirements,and the layout design of the arch dam is reasonable.
作者
熊图耀
盘春军
伍杰添
XIONG Tuyao;PAN Chunjun;WU Jietian(China Energy Engineering Group Guangxi Electric Power Design Institute Co.Ltd.,Nanning Guangxi 530007)
出处
《红水河》
2020年第1期40-45,共6页
Hongshui River
关键词
碾压混凝土拱坝
布置
泄洪建筑物
基础处理
防渗
万家口子水电站
roller compacted concrete arch dam
layout
flood releasing structure
foundation treatment
seepage prevention
Wanjiakouzi Hydropower Station