瓦斯抽采管道自进式水射流疏堵机理研究与应用
Research and application of self-propelled water jet dredging mechanism for gas drainage pipelines
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摘要: 针对煤矿井下瓦斯抽采管道易被煤渣堵塞,致使抽采效率大幅降低的工程难题,提出一种不停抽作业条件下的自进式水射流疏堵技术。通过揭示射流对煤渣的渗透-冲击破碎耦合作用机理,基于动量守恒定律,构建了自进式喷头的受力平衡方程与最大推进距离计算模型;通过地面模拟试验,系统分析了泵压、喷嘴孔径及前后喷嘴数量比等关键参数对喷头自进力和管道疏堵距离的影响规律。结果表明:喷头自进力随各关键参数值增大呈近似线性上升趋势,最大值可达57 N;疏堵距离随各参数值增大而整体增大,但超过临界值后增长速率放缓,表现出明显的边际递减效应;经试验优化,确定“前1后4”的多孔定向喷射结构,实测自进力为40 N,极限疏堵距离为58 m。在贵州龙凤煤矿现场应用结果表明,该技术可彻底清除管道内的沉积煤渣,有效恢复管道通流截面积;疏堵作业后,瓦斯抽采混合流量由27.56 m3/min提升至45.61 m3/min,增幅达65.5%;管道末端20 m处负压损失由10.3 kPa降至6.1 kPa,降幅达40.8%,单位长度负压损失率由93.6%降至41.2%。研究表明,该技术能够在不停抽的前提下高效疏通管道堵塞,有效保障矿井瓦斯抽采系统的持续高效运行。Abstract: To address the problem of underground coal mine gas drainage pipelines being easily blocked by coal slag,which significantly reduces drainage efficiency,this study proposes a self-propelled water jet dredging technology that operates without interrupting drainage. The coupled mechanism of jet penetration and impact crushing on coal slag was first revealed. Based on the law of conservation of momentum,the force balance equation of the self-propelled nozzle and the calculation model for the maximum propulsion distance were then established. Laboratory simulation tests systematically studied the effects of pump pressure,nozzle diameter,and front-to-rear nozzle number ratio on the self-propelled force and dredging length. The results show that the self-propelled force increases approximately linearly with an increase in each of the key parameters,reaching a maximum of 57 N. The dredging length increases with these parameters,but the growth rate slows down beyond a critical value, exhibiting a diminishing marginal effect. Through experimental optimization,a multi-hole directional nozzle structure with “ one front and four rear” orifices was determined,with a measured self-propelled force of 40 N and a maximum dredging length of 58 m. Field application in the Longfeng Coal Mine in Guizhou shows that the technology can completely remove coal slag and restore the effective flow cross-sectional area of the pipeline. After dredging,the gas mixture flow rate increased from 27. 56 m3 / min to 45. 61 m3 / min (a 65. 5% increase),the negative pressure loss at the terminal 20 m decreased from 10. 3 kPa to 6. 1 kPa (a 40. 8% decrease),and the negative pressure loss per unit length decreased from 93. 6% to 41. 2%. This technology can efficiently dredge blockages without interrupting the drainage process,ensuring the continued efficient operation of the gas drainage system.
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