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Coal Geology & Exploration

Abstract

In order to study the law of height of water flowing fractured zone caused by fully-mechanized caving mining in Huanglong coalfield, this paper has systematically collected the measured data in the region, and methods of mathematical statistics and regression analysis were used to study the relationship among the height of water flowing fractured zone, width of working face, depth of coal seam and height of coal mining. The results show that:When the width of working face was less than 240 m and the height of coal mining was 8.5 to 9.5 m, the height of water flowing fractured zone under the soft stratum was always greater than that under the medium-hard stratum. When the width of working face was greater than 90 m and the height of coal mining was more than 14.5 m, the height of water flowing fractured zone under the soft stratum was always smaller than that under the medium-hard stratum. The height of water flowing fractured zone under the soft stratum and its ratio were both a single-peak curve with a maximum value as the height of coal mining increases. The height of water flowing fractured zone was a cubic function of the height of coal mining, and the ratio was a quadratic function of the height of coal mining. The maximum height was 239.97 m while the height of coal mining was 10.41 m, and the maximum ratio was 30.63 while the height of coal mining was 3.56 m. The height of water flowing fractured zone under the medium-hard stratum was affected by both the width of working face and the height of coal mining. When the width of working face was constant, the ratio of fractured zone height and mining height decreased gradually with the increase of mining height, and the change became more and more smaller, tended approximately to range from 11.00 to 14.30. When the height of coal mining was constant, the ratio increased with the width of working face. The height of the water flowing fracture zone increased with the width of the working face and the height of the coal mining.

Keywords

Huanglong coalfield, fully-mechanized caving mining, height of water flowing fractured zone, ratio of height of water flowing fractured zone to height of coal mining, inflection point, width of working face

DOI

10.3969/j.issn.1001-1986.2019.02.020

Reference

[1] 刘英锋,王新. 黄陇侏罗纪煤田顶板水害防治问题及对策探讨[J]. 西安科技大学学报,2013,33(4):431-435. LIU Yingfeng,WANG Xin. Water hazard prevention and control in Huanglong Jurassic coalfield[J]. Journal of Xi'an University of Science and Technology,2013,33(4):431-435.

[2] 李超峰,张学如. 矿井涌水模式及顶板水害防治关键技术[J]. 煤炭技术,2018,37(6):153-156. LI Chaofeng,ZHANG Xueru. Mode of water inflow of mine and key technologies of controlling and preventing wa-ter-inrush from roof[J]. Coal Technology,2018,37(6):153-156.

[3] 李超峰. 彬长矿区巨厚洛河组垂向差异性研究[J]. 煤炭技术,2018,37(4):131-133. LI Chaofeng. Vertical differences of thick Luohe Formation in Binchang mining area[J]. Coal Technology,2018,37(4):131-133.

[4] 国家煤矿安全监察局. 煤矿防治水细则[M]. 北京:煤炭工业出版社,2018.

[5] 虎维岳. 矿山水害防治理论与方法[M]. 北京:煤炭工业出版社,2005.

[6] 刘英锋,王世东,王晓蕾. 深埋特厚煤层综放开采覆岩导水裂缝带发育特征[J]. 煤炭学报,2014,39(10):1970-1976. LIU Yingfeng,WANG Shidong,WANG Xiaolei. De-velopment characteristics of water flowing fractured zone of overburden deep buried extra thick coal seam and fully-mechanized caving mining[J]. Journal of China Coal Society,2014,39(10):1970-1976.

[7] 郭小铭,刘英锋,李超峰. 强冲击矿压矿井综放开采覆岩破坏规律研究[J]. 矿业安全与环保,2018,45(3):24-28. GUO Xiaoming,LIU Yingfeng,LI Chaofeng. Study on rule of overburden failure under strong rock burst and fully mechanized caving mining[J]. Mining Safety & Environmental Protection,2018,45(3):24-28.

[8] 李超峰,虎维岳,王云宏,等. 煤层顶板导水裂缝带高度综合探查技术[J]. 煤田地质与勘探,2018,46(1):101-107. LI Chaofeng,HU Weiyue,WANG Yunhong,et al. Comprehensive detection technique for coal seam roof water flowing fractured zone height[J]. Coal Geology & Exploration,2018,46(1):101-107.

[9] 冯洁,王苏健,陈通,等. 生态脆弱矿区土层中导水裂缝带发育高度研究[J]. 煤田地质与勘探,2018,46(1):97-100. FENG Jie,WANG Sujian,CHEN Tong,et al. Height of water flowing fractured zone of soil layer in the ecologically fragile mining area[J]. Coal Geology & Exploration,2018,46(1):97-100.

[10] 尹尚先,徐斌,徐慧,等. 综采条件下煤层顶板导水裂缝带高度计算研究[J]. 煤炭科学技术,2013,41(9):138-142. YIN Shangxian,XU Bin,XU Hui,et al. Study on height calculation of water conducted fractured zone caused by fully mechanized mining[J]. Coal Science and Technology,2013,41(9):138-142.

[11] 武强,赵苏启,董书宁,等. 煤矿防治水手册[M]. 北京:煤炭工业出版社,2013.

[12] 许家林. 岩层采动裂隙演化规律与应用[M]. 徐州:中国矿业大学出版社,2016.

[13] 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. XU Jialin,WANG Xiaozhen,LIU Wentao,et al. Effects of primary key stratum location on height of water flowing fracture zone[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(2):380-385.

[14] 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. XU Jialin,ZHU Weibing,WANG Xiaozhen. New method to predict the height of fractured water-conducting zone by location of key strata[J]. Journal of China Coal Society,2012,37(5):762-769.

[15] 滕永海. 综放开采导水裂缝带的发育特征与最大高度计算[J]. 煤炭科学技术,2011,39(4):118-120. TENG Yonghai. Development features and max height calculation of water conducted fractured zone caused by fully mechanized top coal caving mining[J]. Coal Science and Technology,2011,39(4):118-120.

[16] 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):4-11. XU Yanchun,LI Juncheng,LIU Shiqi,et al. Calculation formula of "Two-Zone" height of overlying strata and its adaptability analysis[J]. Coal Mining Technology,2011,16(2):4-11.

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