SPH-Based Numerical Study of the Impact of Mudflows on Obstacles

D. Laigle, M. Labbe
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引用次数: 7

Abstract

In this work, we study the impact of a transient free-surface flow of viscoplastic fluid on a rigid obstacle. This study is conducted numerically using the SPH (Smoothed Particle Hydrodynamics) method, and the Herschel-Bulkley rheological model. The SPH code and its specific adaptations to our needs are presented. The capacity of the code to meet the requirements of our objectives is validated on classic benchmarks. The virtual experiment setup is presented. The local characteristics of the flow near the obstacle, the length of the dead-zone of fluid at rest which forms upstream of the obstacle and the shape of the pressure signal applied to the obstacle are analyzed with reference to the inclination angle and Froude number of the incident flow. This analysis highlights the existence of two impact regimes referred to as the dead-zone and jet impact regimes respectively with a transition occurring for values of the Froude number about 1.3 to 1.5. These values are coherent with previous experimental studies.
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基于sph的泥石流对障碍物冲击的数值研究
在这项工作中,我们研究了粘塑性流体的瞬态自由表面流动对刚性障碍物的影响。本研究采用SPH (smooth Particle Hydrodynamics)方法和Herschel-Bulkley流变模型进行数值模拟。介绍保护海港条例及其为配合我们的需要而作出的具体调整。代码满足我们目标需求的能力在经典基准上得到验证。给出了虚拟实验装置。结合入射流的倾斜角和弗劳德数,分析了障碍物附近流动的局部特征、在障碍物上游形成的静止流体死区长度以及施加在障碍物上的压力信号的形状。这一分析强调了两种冲击状态的存在,分别被称为死区和射流冲击状态,在弗鲁德数的值约为1.3到1.5时发生过渡。这些数值与以往的实验研究一致。
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