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| Study on real-time microseismic monitoring of water damage in Xinji No.2 Mine floor |
| Wu Dong1, Gao Shengbao1, Zhao Lisong2,3, Lu Gang2,3 |
| 1. Xinji No. 2 Mine, China Coal Xinji Energy Corporation, Huainan 232000, China; 2. Hebei Coal Science Research Institute Corporation Ltd., Xingtai 054000, China |
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Abstract In order to strengthen the monitoring of water damage in the bottom plate of Xinji No.2 Mine under the condition of band pressure mining, the microseismic real-time, continuous and full spatial monitoring advantages were brought into play, and a microseismic monitoring system was constructed in the deep mine for real-time monitoring of the retrieval process. The monitoring results were summarized, and the overall distribution and spatial and temporal transport patterns of microseismic events were analyzed to study the relationship between mining activities and sudden water risk. The results showed that there were no hidden water-conducting structures or fracture weak zones within 150 m of the bottom plate during the workings. There was no activation of the structure during the workface recovery, and there was no risk of sudden water breakout during the recovery process, which ensured the safe recovery of the workface.
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| [ 1 ] 许 超. 新集二矿1号煤层220106工作面底板灰岩地面超前区域探查治理及效果评价[ J ]. 中国矿业,2021,30( 4 ):120 - 127,133.
[ 2 ] K.L.Riemer, R.J.Durrheim. Miningseismicityin the Witwatersrand Basin:monitoring, mechanisms and mitigation strategies in perspective[ J ]. Journal of Rock Mechanics and Geotechnical Engineering, 2012, 4( 3 ): 228 - 249.
[ 3 ] 疏义国,孔皖军. 唐家会煤矿水害预警微震监测系统的建立及应用[ J ]. 煤炭与化工,2020,43( 5 ):46 - 50.
[ 4 ] 白海波,戎虎仁,杨 城,等. 新集二矿下组煤底板石灰岩层隔水性及应用研究[ J ]. 采矿与安全工程学报,2015,32( 3 ):363 - 368.
[ 5 ] 赵春永. 淮南新集二矿井田水文地质条件分析及矿井涌水量预测[ D ]. 南京:南京大学,2018. |
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