许江, 程亮, 彭守建, 周斌, 焦峰, 杨海林, 魏仁忠. 巷道结构对突出流体冲击特性的影响性试验研究[J]. 煤炭学报, 2023, 48(1): 238-250.
引用本文: 许江, 程亮, 彭守建, 周斌, 焦峰, 杨海林, 魏仁忠. 巷道结构对突出流体冲击特性的影响性试验研究[J]. 煤炭学报, 2023, 48(1): 238-250.
XU Jiang, CHENG Liang, PENG Shoujian, ZHOU Bin, JIAO Feng, YANG Hailin, WEI Renzhong. Experimental study on the influence of roadway structure on impact characteristics of outburst fluid[J]. Journal of China Coal Society, 2023, 48(1): 238-250.
Citation: XU Jiang, CHENG Liang, PENG Shoujian, ZHOU Bin, JIAO Feng, YANG Hailin, WEI Renzhong. Experimental study on the influence of roadway structure on impact characteristics of outburst fluid[J]. Journal of China Coal Society, 2023, 48(1): 238-250.

巷道结构对突出流体冲击特性的影响性试验研究

Experimental study on the influence of roadway structure on impact characteristics of outburst fluid

  • 摘要: 突出流体的动力冲击效应是煤与瓦斯突出灾害的主要致灾因素之一。 为进一步认识该过 程中煤-瓦斯两相流的冲击动力致灾机制,开展不同巷道布置形式下的突出物理模拟试验,分析突 出过程中冲击力时空演化特征、冲击力特征参数及其致灾毁伤等级分布。 研究结果表明:在直巷 中,气流及稀疏两相流阶段冲击力的演化趋势随距突出源区距离的增加而愈发复杂;冲击力随着 固-气比的增大而增大,峰值冲击力在稠密两相流阶段;冲击力衰减过程中存在起伏现象,表明突 出能量的释放是阶段完成的;尾部结构对直线段的冲击力有巨大的影响,表现为直角 L 型>T 型>圆 弧 L 型;随时间的推移,直巷道中部逐渐发展成为严重灾害区,巷道致灾范围逐渐扩大,且主要向突 出源区方向扩展;在拐弯巷道中,冲击力演化受气相的影响远大于固相;拐弯巷道内有灾害集中区 的存在;冲击力在巷道内呈现出齿状的分布,尤其在拐弯巷道中呈现强-弱相间的分布特征;直角 L 型的动力致灾力度和致灾面积都大于圆弧 L 和 T 型;重灾区主要分布在直巷道中前部和拐弯巷 道,同时,在直巷道尾部和拐弯巷道部分地域有安全区的存在;直角拐弯结构和平角分岔结构都存 在能量集中释放从而导致冲击动力致灾增强的机制;弧形结构可有效降低冲击动力致灾力度,减少 拐弯巷道灾害集中区的数量,避免或减弱能量的集中释放;正压作用时间呈周期性 V 字型分布;比 冲量沿巷道呈现多峰波动分布;与峰值冲击力对比,加入正压作用时间因素后其差异性主要体现在 直巷道中前端;直巷道末端和拐弯巷道的冲击力时程演化规律受尾部结构的影响较大。

     

    Abstract: The dynamic impact effect of outburst fluid is one of the main disaster⁃causing factors of coal and gas out⁃ burst disasters. To further understand the disaster⁃causing mechanism of coal⁃gas two⁃phase flow in this process,some physical simulation tests of outbursts under different roadway layouts were carried out to analyze the spatial and tempo⁃ ral evolution characteristics of impact force, impact force characteristic parameters, and the distribution of disaster⁃causing damage level in the outburst process. The results show that in the straight roadway,the evolution trend of impact force in the airflow and thin two⁃phase flow stages becomes more and more complicated with the increase of distance from the coal seam. The impact force increases with the increase of the solid⁃gas ratio,and the peak impact force is in the dense two⁃phase flow stage. There is an undulation phenomenon in the decay of impact force,which in⁃ dicates that the release of outburst energy is completed in stages. The tail structure has a great influence on the impact force in the straight section,which is L⁃shaped >T⁃shaped >L (arc) shaped. Over time,the middle of the straight roadway gradually develops into a serious disaster area,and the disaster⁃causing range of the roadway gradually ex⁃ pands,mainly in the direction of the coal seam. In the turning roadway,the impact force evolution is much more influ⁃ enced by the gas phase than the solid phase. There are disaster concentration areas in the turning roadway. The impact force shows a tooth⁃like distribution in the roadway,especially in the turning roadway,which shows a strong⁃weak phase distribution. The dynamic disaster intensity and disaster area of the L⁃shape are greater than those of the L (arc) and T⁃shape. The hardest⁃hit areas are mainly located in the middle and front of the straight roadway, while there are safety areas at the end of the straight roadway and in some areas of the turning roadway. The right⁃an⁃ gle turning structure and the flat⁃angle bifurcated structure both have the mechanism of concentrated energy release which leads to enhanced impact force. Arc structure can effectively reduce the disaster intensity caused by impact pow⁃ er,reduce the number of disaster concentration areas of turning roadway,and avoid or weaken the centralized release of energy. The time of positive pressure is distributed in a periodic V⁃shape. The specific impulse volume shows multi⁃ peak fluctuation distribution along the roadway. Compared with the peak impact force, the difference is mainly reflected in the front end of the straight roadway after adding the positive pressure action time factor. The time evolu⁃ tion of impact force at the end of the straight roadway and the turning roadway is influenced by the tail structure.

     

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