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基于井下示踪试验的旧采空区水运移路径识别
时间: 2022-09-10 次数:

魏亚辉, 崔俊超, 阚雪冬,.基于井下示踪试验的旧采空区水运移路径识别[J].河南理工大学学报(自然科学版),2022,41(5):24-31.

WEI Y H, CUI J C, KAN X D, et al.Runoff channel identification of goaf water based on downhole tracer test[J].Journal of Henan Polytechnic University(Natural Science) ,2022,41(5):24-31.

基于井下示踪试验的旧采空区水运移路径识别

魏亚辉1, 崔俊超2, 阚雪冬3, 张波4, 张平卿2, 王心义1,5,6

1.河南理工大学 资源环境学院,河南 焦作  4540002.平顶山天安煤业股份有限公司,河南 平顶山  4670003.河南焦煤能源古汉山矿,河南 焦作 4540004.中国平煤神马集团 能源化工研究院,河南 平顶山  4670005.中原经济区煤层(页岩)气河南协同创新中心,河南 焦作  4540006.煤炭安全生产与清洁高效利用省部共建协同创新中心,河南 焦作  454000

摘要:为探明旧采空区水运移路径,避免矿井发生水灾事故,针对多煤层开采旧采空区垂向叠覆、平面交错等展布特征,以平顶山市香安煤业有限公司香安矿为研究对象,基于旧采空区压密程度和示踪试验探查其水力连通性,判识地下水的运移路径。结果表明:香安矿副井至井下涌水点间旧采空区水流速度为211.26~1 425.64 m/d,渗透系数为509.06~5 964.29 m/d,较高的旧采空区水流速度和极大的渗透系数证明了井下强径流通道的存在;旧采空区水运移路径由采空区渗流路径和巷道径流路径共同组成,旧采空区至22091风巷和九矿42机巷2个出水点以巷道径流路径为主,至-593 m泄水巷出水点以采空区渗流路径为主,至16150机巷外口出水点由巷道径流路径和采空区渗流路径共同组成,且前者占比大。研究结果可为类似矿井旧采空区水运移路径精准识别提供理论参考。

关键词:旧采空区;压密程度;示踪试验;渗透系数;水运移路径

doi:10.16186/j.cnki.1673-9787.2020100035

基金项目:国家自然科学基金资助项目(41972254);河南省创新型科技人才队伍建设工程项目(CXTD2016053);河南省高校基本科研业务费专项项目(NSFRF200103

收稿日期:2020/10/18

修回日期:2021/04/21

出版日期:2022/09/25

Runoff channel identification of goaf water based on downhole tracer test

WEI Yahui1, CUI Junchao2, KAN Xuedong3, ZHANG Bo4, ZHANG Pingqing2, WANG Xinyi1,5,6

1.Institute of Resources and EnvironmentHenan Polytechnic UniversityJiaozuo  454000HenanChina2.Pingdingshan Tian’an Coal Mining Co.Ltd.Pingdingshan  467000HenanChina3.Guhanshan Coal MineHenan Coking Coal Energy Co.Ltd.Jiaozuo  454000HenanChina4.The Research Institute China Pingmei Shenma Group Pingdingshan  467000HenanChina5.Henan Cooperative Innovation Center of Coalbed MethaneShalein Central Plains Economic ZoneJiaozuo  454000HenanChina6.Collaborative Innovation Center of Coal Work Safety and Clean High Efficiency UtilizationJiaozuo  454000HenanChina

Abstract:In order to find out the migration pathway of the goaf water and avoid mine flood accidenttaking the Xiang’an Mine of Pingdingshan Xiang’an Coal Industry Co.Ltd.as the research objectbased on the analysis of vertical overlapping and plane staggered distribution characteristics of the goaf in multi-coal seam miningthe groundwater hydraulic connectivity and migration path were identified by the calculation of goaf compaction degree and the tracer test.The results indicated that from the auxiliary shaft to the groundwater outlet pointthe flow velocity in goaf was 211.26~1 425.64 m/dand the permeability coefficient was 509.06~5 964.29 m/d.The high flow velocity and permeability coefficient proved the existence of strong groundwater runoff channelThe migration path of goaf water was the coexistence of goaf seepage and roadway runoff.Among themthe waterflow from goaf to 22091 airflow roadway and two outlet points at No.42 conveyor roadway in No.9 coal mine were mainly transported by roadway runofffrom goaf to -593 m water drainage roadwaythe waterflow was mainly migration by goaf seepageand from goaf to the water outlet points at external opening of 16150 conveyorthe path was composed of roadway runoff and goaf seepageand the roadway path accounted for a larger proportion.The research results could provide reference for accurate identification of goaf water transport path which was urgently needed in similar mines.

Key words:goaf;compaction degree;tracer test;permeability coefficient;migration path

 004_2020100035-2022年第5期-魏亚辉_魏亚辉_H.pdf

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