摘要
在考虑白格堰塞湖影响下,对叶巴滩水电站施工导流规划进行动态调整研究。经过调整初期导流程序、实施分期围堰方案,保证了坝肩开挖工程尽早开工,降低了导流风险,挽回了工程损失;经综合经济技术比较,主体围堰推荐采用土石围堰结构型式,降低了工程投资,确保了主体工程施工顺利进行。
This paper makes a study on the dynamic planning of construction diversion of Yebatan Hydropower Station under the influence of Baigeyansai lake event.The adjusted initial diversion program and a multistage cofferdam scheme have ensured the dam excavation to be started as early as possible,reducing diversion risk and recovering project losses.The earth-rock main cofferdam is recommended after a a comprehensive economic and technical comparison,reducing investment and ensuring the smooth construction of main project.
作者
彭峥
孔科
周顺文
张有山
PENG Zheng;KONG Ke;ZHOU Shunwen;ZHANG Youshan(PowerChina Chengdu Engineering Corporation Limited,Chengdu Sichuan 610072)
出处
《四川水力发电》
2023年第6期96-102,共7页
Sichuan Hydropower
关键词
白格堰塞湖
叶巴滩水电站
导流程序
分期围堰
动态规划
Baigeyansai Lake
Yebatan Hydropower Station
Diversion procedure
Multistage cofferdam
Dynamic planning