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超高压水力割缝穿层钻孔工艺参数优化及应用OA

Optimization and application of process parameters for ultra-high pressure hydraulic slotting in cross-measure boreholes

中文摘要英文摘要

针对赵庄煤矿 3#煤层透气性差、瓦斯含量高、顺层钻孔瓦斯抽采效果差的问题,提出采用超高压水力割缝穿层钻孔技术进行煤层增透.通过现场试验,确定了 3#煤层超高压水力割缝的合理工艺参数,并对割缝区域与未割缝区域的钻孔瓦斯抽采体积分数、瓦斯抽采纯量、瓦斯抽采达标时间及抽采后煤体残余瓦斯含量进行了对比分析.结果表明:赵庄煤矿 3#煤层超高压水力割缝的最佳工艺参数组合为:割缝压力 80 MPa、割缝时长 9 min、割缝转速 60 r/min 及割缝间距 1 m.现场应用显示,超高压水力割缝穿层钻孔、普通穿层钻孔瓦斯抽采体积分数分别为17.21%~51.86%、12.48%~34.12%,单孔平均瓦斯抽采体积分数分别为 33.00%、22.20%,超高压水力割缝穿层钻孔较普通穿层钻孔的瓦斯抽采体积分数提高了 49%;超高压水力割缝穿层钻孔、普通穿层钻孔瓦斯抽采纯量分别为 0.010~0.015 m3/min、0.003~0.005 m3/min,单孔平均瓦斯抽采纯量分别为 0.012 m3/min、0.004 m3/min,超高压水力割缝穿层钻孔较普通穿层钻孔的单孔瓦斯抽采纯量提高了 185%;超高压水力割缝穿层钻孔和普通穿层钻孔煤层瓦斯抽采达标时间分别为 54、154 d,超高压水力割缝穿层钻孔较普通穿层钻孔煤层瓦斯抽采达标时间缩短了 65%;抽采 54 d 时,在距瓦斯抽采钻孔 1.5、2.0、2.5 m 处,超高压水力割缝穿层钻孔周边煤体残余瓦斯含量分别为6.886、7.538、7.952 m3/t,而普通穿层钻孔周边煤体残余瓦斯含量分别为11.442、11.886、12.262 m3/t,采取割缝措施后,钻孔周边煤体残余瓦斯含量显著下降.

Aiming at the problems of poor permeability,high gas content and inefficient gas drainage from in-seam boreholes in the No.3 coal seam of Zhaozhuang Coal Mine,ultra-high pressure hydraulic slotting combined with cross-measure boreholes was pro-posed to enhance the permeability of the coal seam.Through field tests,the reasonable technological parameters of ultra-high pres-sure hydraulic slotting for the No.3 coal seam were determined,and a comparative analysis was conducted on the gas drainage volume fraction,pure gas drainage volume,time to meet gas drainage standards and residual gas content in the coal mass after drain-age between the slotted zone and the unslotted zone.The results show that the optimal combination of technological parameters for ultra-high pressure hydraulic slotting in the No.3 coal seam of Zhaozhuang Coal Mine is as follows:slotting pressure of 80 MPa,slotting duration of 9 min,slotting rotational speed of 60 r/min and slot spacing of 1 m.Field application results indicate that the gas drainage volume fraction of ultra-high pressure hydraulic slotted cross-measure boreholes and ordinary cross-measure boreholes ranges from 17.21%to 51.86%and 12.48%to 34.12%,respectively,with the average single-borehole gas drainage volume fraction being 33.00%and 22.20%,respectively;the gas drainage volume fraction of ultra-high pressure hydraulic slotted cross-measure boreholes is 49%higher than that of ordinary cross-measure boreholes.The pure gas drainage volume of ultra-high pressure hydraul-ic slotted cross-measure boreholes and ordinary cross-measure boreholes ranges from 0.010 m3/min to 0.015 m3/min and 0.003 m3/min to 0.005 m3/min,respectively,with the average single-borehole pure gas drainage volume being 0.012 m3/min and 0.004 m3/min,respectively;the single-borehole pure gas drainage volume of ultra-high pressure hydraulic slotted cross-measure boreholes is 185%higher than that of ordinary cross-measure boreholes.The time required to meet gas drainage standards for the coal seam is 54 d and 154 d for ultra-high pressure hydraulic slotted cross-measure boreholes and ordinary cross-measure boreholes,respectively,representing a 65%reduction.After 54 days of drainage,at distances of 1.5,2.0 and 2.5 m from the gas drainage boreholes,the resid-ual gas content in coal around ultra-high pressure hydraulic slotted cross-measure boreholes is 6.886,7.538 and 7.952 m3/t,respect-ively,while that around ordinary cross-measure boreholes is 11.442,11.886 and 12.262 m3/t,respectively.The residual gas content in coal around boreholes decreases significantly after hydraulic slotting treatment.

秦兴林;曹垚林;高宏;刘啸;汪开旺

煤炭科学研究总院,北京 100013||中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿灾害防控全国重点实验室,辽宁 抚顺 113122煤炭科学研究总院,北京 100013||中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿灾害防控全国重点实验室,辽宁 抚顺 113122中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿灾害防控全国重点实验室,辽宁 抚顺 113122中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿灾害防控全国重点实验室,辽宁 抚顺 113122煤炭科学研究总院,北京 100013||中煤科工集团沈阳研究院有限公司,辽宁 抚顺 113122||煤矿灾害防控全国重点实验室,辽宁 抚顺 113122

矿业与冶金

低透气性超高压水力割缝工艺参数煤层增透瓦斯抽采

low permeabilityultra-high pressurehydraulic slottingprocess parametercoal seam permeability enhancementgas drainage

《煤矿安全》 2026 (4)

21-27,7

辽宁省博士科研启动基金计划资助项目(2025-BS-0961)国家自然科学基金区域创新发展联合基金重点资助项目(U23A20601)

10.13347/j.cnki.mkaq.20250827

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