地下水位波动对白水河滑坡变形的影响

Xueling Wu, R. Niu
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引用次数: 1

摘要

水库滑坡是由于降雨和地下水位波动引起的水动力变化而引起的一种严重的地质灾害。根据三峡库区白水河滑坡的地质环境和监测资料,首先分析了白水河滑坡的水文地质条件,论证了地下水位与滑坡变形的相关性。其次,将滑坡变形视为时间和地下水位的方程,利用泰勒级数对方程展开,建立改进的卡尔曼滤波模型来预测滑坡变形,将泰勒级数的余项和地下水位的变化视为数学期望为零的动态噪声;最后,基于白水河滑坡ZG118和SZK1监测点的监测数据,利用改进的卡尔曼滤波模型计算考虑地下水位的变形值,表明滑坡变形的拟合效果较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of groundwater level fluctuations on deformation of Baishuihe landslides, China
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.
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