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机构地区:[1]中国矿业大学(北京)资源与安全工程学院,北京100083
出 处:《煤炭学报》2012年第6期989-993,共5页Journal of China Coal Society
基 金:国家自然科学基金资助项目(51174212);教育部新世纪优秀人才支持计划资助项目(NCET-10-0724);中央高校基本科研业务费资助项目(2010QZ05)
摘 要:为了分析巷道截面积变化对煤与瓦斯突出冲击波传播的影响,首先利用流体力学、空气动力学理论建立了突出冲击波在变截面巷道中传播的数学模型,理论分析得出了冲击波衰减与截面积变化率之间的变化规律;其次构建了变截面巷道冲击波传播的实验系统,研究了冲击波在变截面巷道中传播规律,实验研究表明突出冲击波由大截面巷道传到小截面巷道时,冲击波超压变大,波阵面的单位能量是增大的;然后建立了冲击波在变截面巷道中传播的数值计算模型,数值计算结果表明冲击波初始超压越大,冲击波衰减越快,且巷道截面积变化率越大,冲击波衰减系数也越大;最后通过对比分析,表明理论分析、实验研究以及数值计算的结果是一致的。In order to analyze shock wave propagation of coal and gas outburst induced by roadway cross-section variation, firstly, mathematic model of outburst shock wave propagation in variation cross-section roadway was established by fluid dynamics and air dynamics, the variation law between shock wave propagation and cross-section variation rate were obtained by theory analysis. Secondly, the experimental system for shock wave propagates in variation cross-section roadway was constructed, and the shock wave propagation law was revealed. The experimental results indicate that overpressure becomes larger and the energy per area of the wavefront is increased when shock wave propagates form large cross-section to small one. Then numerical simulation model of shock wave propagate in variation cross-section was established, the simulation results show that the greater the initial shock wave overpressure is, the faster the shock wave decay, and the larger the roadway cross-section variation rate is, the greater the shock wave attenuation coefficient is. Finally, comparative analysis shows that the theoretical analysis, experimental research and numerical results are consistent.
分 类 号:TD713.1[矿业工程—矿井通风与安全]
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