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基于光纤传感的石膏矿地面塌陷监测预警系统

汤志刚, 蔡承刚, 王艳红, 魏广庆, 张振, 景佳俊. 基于光纤传感的石膏矿地面塌陷监测预警系统[J]. 中国地质灾害与防治学报, 2022, 33(5): 93-101. doi: 10.16031/j.cnki.issn.1003-8035.202108034
引用本文: 汤志刚, 蔡承刚, 王艳红, 魏广庆, 张振, 景佳俊. 基于光纤传感的石膏矿地面塌陷监测预警系统[J]. 中国地质灾害与防治学报, 2022, 33(5): 93-101. doi: 10.16031/j.cnki.issn.1003-8035.202108034
TANG Zhigang, CAI Chenggang, WANG Yanhong, WEI Guangqing, ZHANG Zhen, JING Jiajun. Monitoring and warning system for ground subsidence of gypsum mine based on fiber sensing[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 93-101. doi: 10.16031/j.cnki.issn.1003-8035.202108034
Citation: TANG Zhigang, CAI Chenggang, WANG Yanhong, WEI Guangqing, ZHANG Zhen, JING Jiajun. Monitoring and warning system for ground subsidence of gypsum mine based on fiber sensing[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 93-101. doi: 10.16031/j.cnki.issn.1003-8035.202108034

基于光纤传感的石膏矿地面塌陷监测预警系统

  • 基金项目: 江苏省地质矿产勘查局科研项目(2019KY06)
详细信息
    作者简介: 汤志刚(1983- ),男,安徽萧县人,硕士,高级工程师,主要从事水文地质、工程地质、环境地质和地质灾害防治工作。E-mail:tangzhigangrw@163.com
  • 中图分类号: P642.26

Monitoring and warning system for ground subsidence of gypsum mine based on fiber sensing

  • 近年来,江苏省邳州市北部石膏矿区发生了20多起采空塌陷灾害。由于传统的采空区地表土体变形监测方法均难以满足采空区地面塌陷监测超前预报的要求,为解决石膏矿区采空塌陷监测预警机制缺乏的问题,邳北石膏矿区开展了基于光纤传感技术的监测预警工作。根据前期调查分析和数值模拟等成果推导石膏矿地面塌陷机理,并采用光纤传感器对采空区上覆松散层底部含水层地下水位动态监测、深部岩土体位移监测及微震监测。在监测过程中,当水位变动幅度、岩土体位移突然超出正常波动值时或接收到较强震动信号时触发报警,在地面塌陷发生前期进行有效的预警,为防灾减灾工作提供充足的准备时间。通过监测预警工作的实施,验证了这些监测预警手段的有效性,可以为矿区地面塌陷地质灾害的监测、预报以及防治提供数据基础与科学依据,也可为石膏矿和其它类似条件的地面塌陷地质灾害防治和监测预警工作提供参考。

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  • 图 1  矿区地面塌陷现状

    Figure 1. 

    图 2  基于光纤传感技术的石膏矿地面塌陷多参量监测系统架构图

    Figure 2. 

    图 3  钻孔监测布设示意图

    Figure 3. 

    图 4  振动传感器测点布设示意图

    Figure 4. 

    图 5  无线自动化监测系统架构

    Figure 5. 

    图 6  第一期水位监测点布设图

    Figure 6. 

    图 7  第二期光纤监测点布设布设图

    Figure 7. 

    图 8  水位变化监测数据曲线图(2019年2月1—10日)

    Figure 8. 

    图 9  塌陷坑现场照片

    Figure 9. 

    图 10  振动采集仪异常数据始末

    Figure 10. 

    表 1  矿区岩土层的物理性质指标

    Table 1.  Physical properties indexes of rock and soil

    时代岩性密度/(g·cm−3孔隙比内摩擦角/(°)抗压强度/MPa抗拉强度/MPa
    Q粉质黏土2.09~2.120.46~0.5528
    含钙质结核黏土2.01~2.020.67~0.6817~29
    中砂1.940.5840
    粗砂2.130.3744
    E泥岩、含膏泥岩2.38~2.4234~364.4~13.00.44~0.64
    含砾砂岩2.46~2.7037~443.26~10.60.30~0.87
    膏岩2.26~2.4838~3919.76~36.870.44~1.76
    下载: 导出CSV

    表 2  主要监测工程量统计表

    Table 2.  Statistical table of main monitored quantities

    期次
    (年月)
    序号孔位编号孔深/m备注
    第一期
    (2018年12月)
    1DXSW0144底含水水位
    监测孔
    2DXSW0246
    3DXSW0345
    4DXSW0445
    5DXSW0545
    6DXSW0645
    第二期
    (2019年10月)
    7GXJC0150变形、渗压、温度、微震
    监测孔
    8GXJC0250
    9GXJC0350
    下载: 导出CSV
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出版历程
收稿日期:  2021-08-31
修回日期:  2021-09-22
刊出日期:  2022-10-25

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