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覆岩导水裂隙带发育高度分析
引用本文:李东印,任耀,姜敏,马智会.覆岩导水裂隙带发育高度分析[J].矿冶工程,2012,32(5):15-18.
作者姓名:李东印  任耀  姜敏  马智会
作者单位:1.河南理工大学 能源科学与工程学院, 河南 焦作 454003; 2.山东科技大学 测绘科学与工程学院, 山东 青岛 266510
摘    要:为准确测定太平煤矿某工作面开采的导水裂隙带高度、确定工作面合理开采上限,运用“双端堵水器”技术, 采用井下打仰上孔的方法, 实测了覆岩导水裂隙带的发育高度。观测结果表明, 该工作面导水裂缝带发育高度为23.85 m, 裂采比为13.2。实测结果与理论预计值和数值模拟值基本吻合,相互得到验证。

关 键 词:开采沉陷  井下打仰孔观测法  导水裂隙带  数值模拟  
收稿时间:2012-04-09

Height Analysis for Water-flowing Fracture Zone Developed in Overlying Strata
LI Dong-yin , REN Yao , JIANG Min , MA Zhi-hui.Height Analysis for Water-flowing Fracture Zone Developed in Overlying Strata[J].Mining and Metallurgical Engineering,2012,32(5):15-18.
Authors:LI Dong-yin  REN Yao  JIANG Min  MA Zhi-hui
Affiliation:1.School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo 454003, Henan, China; 2.College of Geomatics, Shandong University of Science and Technology, Qingdao 266510, Shandong, China
Abstract:In order to accurately determine the height of water-flowing fracture zone, as well as the upper mining limit in some working face in Taiping Coal Mine, a technology with “double-end shutoff device” was adopted by drilling upward holes under the coal mine to measure the real height of water-flowing fracture zone. The results show that the developed height of water-flowing fracture zone in the working face is 23.85 m, to which the ratio of the mining thickness is 13.2. The practical measurement is basically consistent with the theoretically expected and numerical simulated values, which can be verified by each other.
Keywords:mining subsidence  underground upward hole observation  water-flowing fracture zone  numerical simulation  
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