中国资源综合利用2024，Vol.42Issue(9)：43-45,3.DOI:10.3969/j.issn.1008-9500.2024.09.010
某水库库岸滑坡体滑速及涌浪估算
Estimation of Landslide Velocity and Surge in a Reservoir Area
刘俊 1方宇希1
作者信息
- 1. 湖南宏禹工程集团有限公司,长沙 410007
- 折叠
摘要
Abstract
After long-term natural forces,most slopes gradually tend to stabilize.But when the hydrogeological environment changes,stable slopes may also become unstable.Taking a reservoir as an example,after normal water storage and operation,the saturated rock and soil on the reservoir bank slope soften;When the water level of the reservoir drops suddenly,some pore water in the rock and soil inside the slope cannot be discharged in time,resulting in infiltration.Both situations increase the possibility of instability and damage to the reservoir bank.If the landslide formed after instability and damage rushes into the reservoir area,it will have a serious impact on the safety of the reservoir dam.Calculate the sliding speed and surge height caused by the landslide body rushing into the reservoir area,and evaluate its impact on the dam.关键词
水库/滑坡体/滑速/涌浪Key words
reservoir/landslide/sliding speed/surge分类
建筑与水利引用本文复制引用
刘俊,方宇希..某水库库岸滑坡体滑速及涌浪估算[J].中国资源综合利用,2024,42(9):43-45,3.
