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首页> 外文期刊>International Journal of Erosion Control Engineering >Numerical Simulation of Landslide Dam Deformation by Overtopping Flow
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Numerical Simulation of Landslide Dam Deformation by Overtopping Flow

机译:滑坡坝顶流变形的数值模拟

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摘要

Recently, climate change has resulted in an increasing number of heavy rainfall events. Heavy rainfalls tend to cause large-scale landslides and create large landslide dams. Large landslide dams retain a large amount of water and often burst causing floods and catastrophic damage in the downstream area. Therefore, the study of landslide dam deformation is essential for predicting potential floods to implement effective flood risk management. To understand the landslide dam deformation process and dam outflow discharge characteristics, we carried out field experiments of landslide dam erosion by overtopping flow. In the field experiments, we observed the landslide dam deformation process directly. In a third experimental case, small slope failure occurred and we found that small slope failure affects the outflow discharge. In addition, we developed a numerical model to simulate landslide dam erosion by overtopping flow. To improve the prediction of the outflow discharge, we incorporated the inertial debris flow model, the side bank erosion model, and the slope collapse model into our numerical model. The resulting proposed model is tested by comparing the results of simulation with observation. The numerical model is capable of predicting outflow discharge by landslide dam burst.
机译:最近,气候变化导致大量降雨事件增加。暴雨往往导致大规模的滑坡,并形成大型的滑坡坝。大型滑坡坝会保留大量的水,并经常爆裂,从而在下游地区造成洪水和灾难性破坏。因此,对滑坡坝变形的研究对于预测潜在洪水以实施有效的洪水风险管理至关重要。为了了解滑坡坝的变形过程和坝体流出流量特性,我们进行了超顶流对滑坡坝侵蚀的野外试验。在野外试验中,我们直接观察了滑坡坝的变形过程。在第三个实验案例中,发生了小边坡破坏,我们发现小边坡破坏会影响流出流量。此外,我们建立了一个数值模型,以模拟通过超流作用滑坡坝的侵蚀。为了改进对流出流量的预测,我们将惯性泥石流模型,边坡侵蚀模型和边坡塌陷模型纳入了我们的数值模型。通过将仿真结果与观察结果进行比较,测试了所提出的模型。该数值模型能够预测滑坡溃坝引起的排水量。

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