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Numerical study on seepage property of karst collapse columns under particle migration

机译:颗粒迁移作用下岩溶塌陷柱渗流特性数值研究

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Presently, there is an increasing number of water outburst accidents in China as mining activity continues to develop to deeper ground. In these accidents, water outburst caused by karst collapse columns often results in serious damage, involving both the loss of lives and significant economic loss. Therefore, it is of utmost importance to study the seepage property and water outburst mechanism of karst collapse columns. In this paper, based on the seepage theory and the groundwater dynamic theory of porous media, a fluid-solid coupling model for karst collapse columns was built and then imported into COMSOL Multiphysics to be solved, by considering the heterogeneity of rocks in karst collapse columns, and assuming that the porosity obey Weibull distribution, thus obtained the parameters, including porosity, seepage, particle concentration, water inflow evolution law. The research results indicate the following: (1) particles in karst collapse columns will be eroded and transported under the effect of fluid as the time, porosity, water inflow and particle migration velocity all increase rapidly, and eventually a main seepage channel will form; (2) the seepage capacity for karst collapse columns initially grows slowly, then water inflow increases gradually with the erosion and migration of the particles.
机译:当前,随着采矿活动的不断深入,中国发生的突水事故越来越多。在这些事故中,由岩溶塌陷柱引起的突水常常导致严重的破坏,既造成生命损失,也造成重大的经济损失。因此,研究岩溶塌陷柱的渗流特性和突水机理至关重要。本文基于渗流理论和多孔介质的地下水动力学理论,建立了岩溶塌陷柱的流固耦合模型,然后考虑岩溶塌陷柱的岩石非均质性,将其引入COMSOL Multiphysics中进行求解。并假设孔隙度服从威布尔分布,从而得到包括孔隙度,渗流,颗粒浓度,入水演化规律在内的参数。研究结果表明:(1)岩溶塌陷柱中的颗粒随着时间,孔隙率,入水量和颗粒迁移速度的迅速增加而在流体的作用下被侵蚀和输送,最终形成一条主要的渗流通道; (2)岩溶塌陷柱的渗流能力最初缓慢增长,然后随着颗粒的侵蚀和迁移,水的流入量逐渐增加。

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