Prediction of Groundwater Level Fluctuation towards Rainfall Induced Landslide: Case of Blue Nile Gorge, Central Ethiopia

B. Yifru, Fasika Mekonnen Ayehu
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引用次数: 0

Abstract

The groundwater level fluctuation was studied in a complex geological setting region where a frequent landslide is observed in a rainy season. Steady and transient states of flow are modeled with different hydrogeological parameters. The models are calibrated to satisfy the observed field conditions and expected results from the scientific point of view. The results reveal that the groundwater level fluctuation and flow direction in the region are complex. In limited areas, the fluctuation of groundwater is significant from season to season while in others the level remains stable in all seasons of the year. Following that, the result of groundwater flow model was exported to GeoStudio to simulate the slope stability of selected slope. The factor of safety was calculated using Slope/W. The effect of pore-water on the factor of safety was cross-checked by remodeling the slope without water. The results and sensitivity analysis of slope stability confirm that the rise of groundwater level decreases the factor of safety significantly only on critical slope section.
降雨诱发滑坡的地下水位波动预测——以埃塞俄比亚中部青尼罗峡谷为例
研究了雨季滑坡多发的复杂地质环境区地下水位波动规律。用不同的水文地质参数对水流稳态和瞬态进行了模拟。从科学的角度出发,对模型进行了校准,以满足观测到的现场条件和预期结果。结果表明,该地区地下水位波动和流向复杂。在有限的地区,地下水在季节之间的波动很大,而在其他地区,水位在一年中的所有季节都保持稳定。然后,将地下水流动模型的结果导出到GeoStudio,模拟所选边坡的边坡稳定性。安全系数采用Slope/W计算。通过对无水边坡的改造,交叉验证了孔隙水对安全系数的影响。边坡稳定性敏感性分析结果证实,地下水位上升只在临界边坡断面上显著降低安全系数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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