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| Height detection of water conduction fracture zone in working face under thick Paleogene aquifer |
| Yu Zhibiao1, Zhao Baofeng2,3, Li Debin2,3, Zhang Zeyuan2,3 |
| 1. Ningxia Baofeng Energy Resources Group Co., Ltd., Yinchuan 750000, China; 2. CCTEG Xi'an Research Institute (Group) Co., Ltd., Xi’an 710054, China;3. Shaanxi Key Laboratory of Coal Mine Water Hazard Prevention and Control Technology, Xi’an 710177, China |
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Abstract In order to determine the mining upper limit of the working face under the thick Paleogene aquifer, predict the water inflow and formulate the water prevention and control scheme, it is necessary to carry out field measurement on water conduction fracture zone of the working face. Taking the No.HI0503 face of Hongsi Mine as the research object, the development height of water conduction fracture zone was preliminarily determined by empirical formula, and then the parameters of underground exploration borehole were designed. The water pressure test was carried out with 0.5 MPa, 1.0 MPa and 1.5 MPa water pressure respectively. At the same time, the fracture development degree in the overlying rock of the working face was observed by drilling peeping. Finally, the results of field measurement were verified by numerical simulation. The results showed that the height of water conduction fracture zone in No.HI0503 face was 65.6-67.4 m by water pressure test. The height of water conduction fracture zone was determined to be 66.5-68.1 m by drilling peeping method. The height of water conduction fracture zone was 65.29 m by numerical simulation. The height of water conduction fracture zone in No.HI0503 face was determined to be 65.29-68.1 m by three methods, which was 59.79 m higher than the calculated value of empirical formula. The average distance between the No.5-2 coal seam and the thick Paleogene aquifer was 95 m, and the water conduction fracture zone after mining of the working face would not affect the Paleogene aquifer.Through field verification, the height of water conduction fracture zone determined by underground water pressure test, drilling peeping and numerical simulation was in good agreement with the actual situation, which could be used as the basis for water prevention and control.
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| [ 1 ] 国家安全监管总局,国家煤矿安监局,国家能源局,国家铁路局.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规范[ M ].北京:煤炭工业出版社,2017.
[ 2 ] 许延春,杜明泽,李江华,等. 水压作用下防砂安全煤岩柱失稳机理及留设方法[ J ]. 煤炭学报,2017,42( 2 ):328 - 334.
[ 3 ] 许延春,李俊成,刘世奇,等. 综放开采覆岩“两带”高度的计算公式及适用性分析[ J ]. 煤矿开采,2011,16( 2 ):4 - 7,11.
[ 4 ] 许家林,王晓振,刘文涛,等. 覆岩主关键层位置对导水裂隙带高度的影响[ J ]. 岩石力学与工程学报,2009,28( 2 ):380 - 385.
[ 5 ] 许家林,朱卫兵,王晓振. 基于关键层位置的导水裂隙带高度预计方法[ J ]. 煤炭学报,2012,37( 5 ):762 - 769.
[ 6 ] 翟志伟,张传达,孟秀峰,等. 煤层覆岩导水裂隙带发育高度综合分析技术研究[ J ]. 煤炭工程,2022,54( 2 ):116 - 120.
[ 7 ] 孙庆先,牟 义,杨新亮. 红柳煤矿大采高综采覆岩“两带”高度的综合探测[ J ]. 煤炭学报,2013,38( S2 ):283 - 286.
[ 8 ] 杨玉亮,徐祝贺. 洛河组砂岩含水层下大采高工作面导水断裂带演化规律[ J ]. 煤矿安全,2021,52( 3 ):30 - 35,42.
[ 9 ] 盛奉天,段玉清. 彬长矿区巨厚砂岩含水层下综放开采导水裂隙带高度研究[ J ]. 煤炭工程,2022,54( 3 ):84 - 89.
[ 10 ] 康国彪,卞 涛,蒲平武. 大采高工作面覆岩导水裂隙带发育高度及其影响因素研究[ J ]. 煤炭科学技术,2021,49( S2 ):19 - 24.
[ 11 ] 王振荣,赵立钦,康 健,等. 多煤层重复采动导水裂隙带高度观测技术研究[ J ]. 煤炭工程,2018,50( 12 ):82 - 85.
[ 12 ] 柴华彬,张俊鹏,严 超. 基于GA-SVR的采动覆岩导水裂隙带高度预测[ J ]. 采矿与安全工程学报,2018,35( 2 ):359 - 365.
[ 13 ] 娄高中,谭 毅. 基于PSO-BP神经网络的导水裂隙带高度预测[ J ]. 煤田地质与勘探,2021,49( 1 ):198 - 204.
[ 14 ] 徐树媛,张永波,孙灏东,等. 基于RBF核ε-SVR的导水裂隙带高度预测模型研究[ J ]. 安全与环境学报,2021,21( 5 ):2 022 - 2 029.
[ 15 ] 张建民,张 凯,曹治国,等. 基于采动-爆裂模型的导水裂隙带高度计算方法[ J ]. 煤炭学报,2017,42( 6 ):1 557 - 1 564.
[ 16 ] 吴铁卫. 内蒙古门克庆煤矿导水裂隙带高度探测及发育规律[ J ]. 中国煤炭地质,2022,34( 5 ):55 - 58,65. |
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