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煤矿突水通道中减速团聚体与水的两相耦合迁移机制研究

Study on the two-phase coupling migration mechanism of deceleration aggregate and water in coal mine water inrush channel.

作者信息

Wen Jiahao, Gu Shuancheng, Su Peili, Li Jinhua

机构信息

College of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China.

出版信息

Sci Rep. 2025 Apr 5;15(1):11702. doi: 10.1038/s41598-025-95575-w.

Abstract

Currently, perfusing deceleration aggregate is the most effective way to create water-blocking sections for controlling coal mine water inrush disasters. Clarifying the two-phase coupling migration mechanism of deceleration aggregate and water in coal mine water inrush channels is the key to quantitatively determining the deposition and migration distance of aggregate after entering the water inrush channel from the perfusion hole. Based on fluid mechanics, slurry pipeline transportation theory and sediment dynamics, this paper categories the entire migration process of aggregate entering the water inrush channel from the perfusion hole into three motion stages: free fall, curved-throwing, and sliding. The motion and force characteristics of each stage are analyzed, and a theoretical model for single-aggregate sedimentary migration is established. The CFD-DEM method is used to establish a transient bidirectional coupling numerical calculation model of aggregate-water to verify the theoretical model (overall error not exceeding 10%). Finally, based on this research, reasonable suggestions are proposed for the actual engineering of plugging by perfusing deceleration aggregate.

摘要

目前,灌注减速骨料是构建堵水段以控制煤矿突水灾害的最有效方法。阐明减速骨料与水在煤矿突水通道中的两相耦合运移机制,是定量确定骨料从灌注孔进入突水通道后沉积和运移距离的关键。基于流体力学、浆体管道输送理论和泥沙动力学,本文将骨料从灌注孔进入突水通道的整个运移过程分为自由落体、弯抛和滑动三个运动阶段。分析了各阶段的运动和受力特性,建立了单骨料沉积运移的理论模型。采用CFD-DEM方法建立了骨料-水瞬态双向耦合数值计算模型,对理论模型进行验证(总体误差不超过10%)。最后,基于该研究,对灌注减速骨料封堵的实际工程提出合理建议。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8d67/11972373/580e79856929/41598_2025_95575_Fig1_HTML.jpg

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