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Effects of groundwater level fluctuations on deformation of Baishuihe landslides, China

机译:地下水位变化对白水河滑坡变形的影响

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Reservoir landslide is a severe geological hazard which is caused by hydrodynamic change due to rainfall and groundwater level fluctuations. Based on geologic environment and monitoring data of Baishuihe landslide in Three Gorges Reservoir Area of China, first of all, its hydro-geological conditions is analyzed and correlation between groundwater level and landslide deformation is testified. Secondly, landslide deformation is regarded as equation of time and groundwater level, and improved Kalman filter model is erected to predict landslide deformation by expansion the equation using Taylor series, and remainder term of Taylor series and variation of groundwater level are regarded as dynamic noises whose mathematical expectation are zero. Lastly, by calculating deformation value considering groundwater level using improved Kalman filter model based on monitoring data from monitoring points ZG118 and SZK1 of Baishuihe landslide, it shows that fitting results of landslide deformation are better.
机译:水库滑坡是一种严重的地质灾害,是由于降雨和地下水位波动引起的水动力变化而引起的。基于中国三峡库区白水河滑坡的地质环境和监测数据,首先分析了其水文地质条件,证明了地下水位与滑坡变形的相关性。其次,将滑坡变形作为时间与地下水位的方程式,并建立改进的卡尔曼滤波模型,通过利用泰勒级数展开方程来预测滑坡变形,并将泰勒级数的剩余项和地下水位的变化视为动态噪声,其数学期望为零。最后,根据白水河滑坡监测点ZG118,SZK1的监测数据,采用改进的卡尔曼滤波模型,根据地下水位计算变形值,表明滑坡变形的拟合效果较好。

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