钟 珍, 张雷林, 石必明, 马衍坤, 张 煜, 牛宜辉. 巷道断面突变对突出冲击波传播的影响[J]. 煤矿安全, 2021, 52(1): 1-7.
    引用本文: 钟 珍, 张雷林, 石必明, 马衍坤, 张 煜, 牛宜辉. 巷道断面突变对突出冲击波传播的影响[J]. 煤矿安全, 2021, 52(1): 1-7.
    ZHONG Zhen, ZHANG Leilin, SHI Biming, MA Yankun, ZHANG Yu, NIU Yihui. Influence of roadway cross-section mutation on the propagation of outburst shock wave[J]. Safety in Coal Mines, 2021, 52(1): 1-7.
    Citation: ZHONG Zhen, ZHANG Leilin, SHI Biming, MA Yankun, ZHANG Yu, NIU Yihui. Influence of roadway cross-section mutation on the propagation of outburst shock wave[J]. Safety in Coal Mines, 2021, 52(1): 1-7.

    巷道断面突变对突出冲击波传播的影响

    Influence of roadway cross-section mutation on the propagation of outburst shock wave

    • 摘要: 为了研究巷道断面突变对突出冲击波传播的影响和冲击波超压冲量的破坏作用,利用自行搭建的煤与瓦斯突出冲击波传播实验系统,结合三维变截面巷道冲击波传播数值模型的建立,基于实验室实验和数值模拟的方法,研究了不同初始瓦斯压力下突出冲击波在断面突变巷道中的传播规律。结果表明:突出后巷道内压力变化可划分为冲击扰动初始阶段和压力衰减阶段,其中冲击扰动初始阶段冲击波超压峰值大于压力衰减阶段压力峰值,且前者超压冲量小于后者;以初始压力为0.6 MPa为例,计算得出压力衰减阶段超压冲量比冲击扰动初始阶段高52.4%,总冲量随冲击波传播呈先衰减后增大的规律;突出发生后,冲击波超压先随距离发生衰减,当冲击波从断面突变前的大直径巷道传入后方小直径巷道,因壁面反射形成局部高压区,超压强度在截面前0.65 m处增大,出现先衰减后增大的变化规律。

       

      Abstract: In order to study the influence of roadway cross-section mutation on the shock wave propagation and the destruction of shock wave overpressure impulse, based on the experiment and numerical simulation, by using self-built experimental system for the propagation of coal and gas outburst shock wave and combining with the establishment of three-dimensional numerical model of shock wave propagation in varied-section roadway, the propagation law of outburst shock wave under different initial gas pressures was studied. The results showed that the pressure change in the roadway after outburst is divided into two stages of the initial stage of shock disturbance and the pressure attenuation stage, the results indicated that the peak value of the overpressure in the initial stage of shock disturbance is greater than the pressure attenuation stage. However, the overpressure impulse of the former is less than that of the latter, taking the initial pressure of 0.6 MPa as an example, the calculation results showed that the overpressure impulse of the pressure attenuation section is 52.4% higher than the initial stage of shock disturbance. Moreover, with the propagation of shock wave in the roadway, the total shock wave impulse appears to decay first and then increase. After outburst, the shock wave overpressure attenuates with distance first; in the process of the shock wave being introduced into the small diameter roadway from the large diameter roadway, a local high pressure area was formed due to wall reflection, which makes the overpressure strength rise at 0.65 m in front of the cross-section, showing a change rule of attenuation first and then increase.

       

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