湖南省界牌岭矿区矿坑充水途径研究

罗伟奇, 刘拥军, 李同生, 周鑫, 陈文东, 欧健, 陈亮晶, 宋学旺, 章威, 何国扬. 湖南省界牌岭矿区矿坑充水途径研究[J]. 水文地质工程地质, 2024, 51(3): 57-68. doi: 10.16030/j.cnki.issn.1000-3665.202401054
引用本文: 罗伟奇, 刘拥军, 李同生, 周鑫, 陈文东, 欧健, 陈亮晶, 宋学旺, 章威, 何国扬. 湖南省界牌岭矿区矿坑充水途径研究[J]. 水文地质工程地质, 2024, 51(3): 57-68. doi: 10.16030/j.cnki.issn.1000-3665.202401054
LUO Weiqi, LIU Yongjun, LI Tongsheng, ZHOU Xin, CHEN Wendong, OU Jian, CHEN Liangjing, SONG Xuewang, ZHANG Wei, HE Guoyang. Study on water filling path in the Jiepailing mining area of Hunan Province[J]. Hydrogeology & Engineering Geology, 2024, 51(3): 57-68. doi: 10.16030/j.cnki.issn.1000-3665.202401054
Citation: LUO Weiqi, LIU Yongjun, LI Tongsheng, ZHOU Xin, CHEN Wendong, OU Jian, CHEN Liangjing, SONG Xuewang, ZHANG Wei, HE Guoyang. Study on water filling path in the Jiepailing mining area of Hunan Province[J]. Hydrogeology & Engineering Geology, 2024, 51(3): 57-68. doi: 10.16030/j.cnki.issn.1000-3665.202401054

湖南省界牌岭矿区矿坑充水途径研究

  • 基金项目: 湖南省科学技术厅工程技术研究中心项目(2022TP2067);湖南省地质院重大科技项目(HNGSTP202303)
详细信息
    作者简介: 罗伟奇(1967—),研究员级高级工程师,从事水文地质、工程地质、环境地质勘查评价与研究工作。E-mail:WQLUOSWZX@163.com
    通讯作者: 陈亮晶(1965—),研究员级高级工程师,从事水文地质、地质灾害防治、岩土工程勘查评价等工作。E-mail:1065450935@qq.com
  • 中图分类号: P641.5

Study on water filling path in the Jiepailing mining area of Hunan Province

More Information
  • 湖南省界牌岭矿区在深部多金属矿探采结合施工时,出现了矿坑涌水量大和西南部塔下村余家组发生了大量岩溶地面塌陷等问题。尽管以往开展过矿区水文地质勘查工作,但对水文地质条件尤其是威胁矿山安全生产及对周边地质环境造成破坏的矿坑潜在充水水源和充水通道了解得不够清楚。文章系统整理分析了矿区前期各阶段水文地质资料,结合地面调查、物探、钻探、抽水试验等常规方法,对界牌岭矿区水文地质条件进行了研究,并重点分析了矿坑充水途径。结果显示:(1)研究区西南部新发现NE向断层F303。(2)矿坑主要充水途径有2条:①矿区西部F201至F32段隔水层测水组缺失,壶天群、梓门桥组与石蹬子组直接接触,同时受F201、F303、F32的影响,构成矿坑最主要的充水途径;②矿区西北部沿花岗斑岩岩体与围岩接触带富水性较好,围岩接触带构成矿坑充水途径;主要充水水源为西部壶天群地下水和田尾溪水。建议在F1的西侧梓门桥组、壶天群范围内利用下部隔水层测水组对梓门桥组、壶天群内的充水途径进行帷幕注浆,阻隔矿区与河水、壶天群的地下水水力联系。研究结果可为矿山下一步防治水工作的实施提供参考依据。

  • 加载中
  • 图 1  研究区地质略图

    Figure 1. 

    图 2  塌陷区初期地下水流向及塌陷分布图

    Figure 2. 

    图 3  田尾溪矿区段上下游流量变化图

    Figure 3. 

    图 4  田尾溪河水溃入地下

    Figure 4. 

    图 5  研究区等水位线图[16]

    Figure 5. 

    图 6  高密度物探成果图

    Figure 6. 

    图 7  西部边界A—A'水文地质剖面图

    Figure 7. 

    图 8  西部边界B—B'水文地质剖面

    Figure 8. 

    图 9  西部边界C—C'水文地质剖面图

    Figure 9. 

    图 10  北部边界D—D'水文地质剖面图

    Figure 10. 

    图 11  帷幕注浆剖面示意图

    Figure 11. 

    表 1  研究区地层富水性表

    Table 1.  Water yield property of the strata in the study area

    地层代号 泉流量/(L·s−1 单位涌水量/(L·s−1·m−1 单位吸水量/(L·s−1·m−1 富水性等级
    C1sh 0.1~16.0 0.0011~10.166 0.001~17.81 富水
    C2+3h、C1z 0.014~7.73 0.0002~2.5485 富水
    Qhal 0.24~0.995 中等富水
    C1c 0.02~0.68 隔水
    K 0.01~0.13 0.0001~0.0733 隔水
    下载: 导出CSV
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出版历程
收稿日期:  2024-01-23
修回日期:  2024-03-01
刊出日期:  2024-05-15

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