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基于流固耦合的水库边坡稳定性及风险预测研究

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水库边坡稳定性分析是预测由于各种载荷和环境条件引起的地层沉降、变形和滑移的重要方法.在水库中边坡稳定性分析中对于确定大坝的安全性非常重要.以大坝的边坡稳定性及水库边坡风险预测为研究目的,以四川南桠河冶勒水电站为工程依托,使用Comsol-Multiphysics软件做水库边坡稳定性的三维流-固耦合仿真,探讨了水库大坝边坡在孔隙水压力作用下渗流滑塌特性,得出水库堤坝的安全系数(FOS)与边坡滑塌位移的关系,为水库大坝边坡风险防控和加强大坝安全设计提供参考.
Research on Reservoir Slope Stability and Risk Prediction Based on Fluid Structure Coupling
The stability analysis of reservoir slopes is an important method for predicting the settlement,deformation,and sliding of strata caused by various loads and environmental conditions.The stability analysis of slopes in reservoirs is crucial for determining the safety of dams.The research aims to study the slope stability of dams and the risk prediction of reservoir slopes.Based on Yele Hydropower Station in Sichuan Nanya River,a three-dimensional fluid structure coupling simulation of reservoir slope stability was conducted using Comsol-Multiphysics software.The seepage and collapse characteristics of reservoir dam slopes under pore water pressure were explored,and the relationship between factor of safety(FOS)of reservoir dams and slope collapse displacement was obtained,providing reference for risk prevention and control of reservoir dam slopes and strengthening dam safety design.

slope stabilityfluid solid couplingrisk profilesafety factor

吴金涛

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广东中灏勘察设计咨询有限公司惠州分公司,广东 惠州 516000

边坡稳定性 流固耦合 风险预测 安全系数

2024

云南水力发电
云南水力发电工程学会

云南水力发电

影响因子:0.213
ISSN:1006-3951
年,卷(期):2024.40(4)
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