基于微震监测的水力压裂裂隙扩展规律及控制因素研究

范继超, 蒋齐平, 王艳波, 李文刚, 王杰, 刘航. 基于微震监测的水力压裂裂隙扩展规律及控制因素研究[J]. 矿产保护与利用, 2025, 45(2): 22-28. doi: 10.13779/j.cnki.issn1001-0076.2025.08.005
引用本文: 范继超, 蒋齐平, 王艳波, 李文刚, 王杰, 刘航. 基于微震监测的水力压裂裂隙扩展规律及控制因素研究[J]. 矿产保护与利用, 2025, 45(2): 22-28. doi: 10.13779/j.cnki.issn1001-0076.2025.08.005
FAN Jichao, JIANG Qiping, WANG Yanbo, LI Wengang, WANG Jie, LIU Hang. Fracture Propagation Law and Controlling Factors of Hydraulic Fracturing Based on Micro Seismic Monitoring[J]. Conservation and Utilization of Mineral Resources, 2025, 45(2): 22-28. doi: 10.13779/j.cnki.issn1001-0076.2025.08.005
Citation: FAN Jichao, JIANG Qiping, WANG Yanbo, LI Wengang, WANG Jie, LIU Hang. Fracture Propagation Law and Controlling Factors of Hydraulic Fracturing Based on Micro Seismic Monitoring[J]. Conservation and Utilization of Mineral Resources, 2025, 45(2): 22-28. doi: 10.13779/j.cnki.issn1001-0076.2025.08.005

基于微震监测的水力压裂裂隙扩展规律及控制因素研究

  • 基金项目: 国家重点研发计划课题(2023YFC3008903);陕西省自然科学基础研究计划项目(2024JC-YBQN-0361);中煤科工西安研究院(集团)科研项目(2020XAYDC02-04)
详细信息
    作者简介: 范继超(1993—),男,陕西渭南人,硕士,从事矿山灾害监测工作,E-mail:1762658421@qq.com
  • 中图分类号: TD713

Fracture Propagation Law and Controlling Factors of Hydraulic Fracturing Based on Micro Seismic Monitoring

  • 水力压裂是弱化煤层坚硬顶板,解决井下强矿压、大面积悬顶等动力灾害的关键技术。准确掌握水力压裂过程中坚硬顶板裂隙扩展规律,对于压裂精准施工和效果评价具有重要意义。以渭北某矿井水力压裂工程为背景,采用微震监测技术监测顶板压裂过程中裂隙扩展过程,揭示顶板裂隙扩展规律,评价顶板水力压裂效果并探讨其控制因素。微震监测结果表明:4203工作面坚硬顶板水力压裂过程中顶板裂隙随压裂不断向两侧动态扩展,运输巷道侧裂隙扩展范围为26~33 m,辅运巷道侧扩展范围30~42 m。卸压钻孔监测数据显示辅运巷道侧裂隙扩展范围较大,达到42 m,与微震监测结果基本一致,说明裂隙已经扩展至卸压孔孔底位置,水力压裂效果较好。水力压裂过程中压裂裂隙的扩展范围与压力和压裂时长呈正相关关系,且压裂裂隙的扩展范围同时受到周边采空区的影响。研究成果为精准评价工作面坚硬顶板水力压裂效果提供了科学依据,为微震监测技术在煤矿领域的深入应用奠定基础。

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  • 图 1  压裂监测区顶底板岩性柱状图

    Figure 1. 

    图 2  压裂区微震观测系统

    Figure 2. 

    图 3  微震监测结果(a—压裂第2段;b—压裂第3段;c—压裂第4段;d—压裂第5段;e—压裂第7段;f—全部压裂段)

    Figure 3. 

    图 4  微震事件数量与压力、时间和冲量的关系(a—线性相关;b—指数相关;c—对数相关)

    Figure 4. 

    图 5  采空区围岩应力分析

    Figure 5. 

    表 1  裂隙扩展微震监测结果

    Table 1.  Monitoring results of microseismic propagation of fractures

    压裂
    段次
    最大
    水压/MPa
    压裂
    时长/min
    微震
    事件/个
    运输巷道侧
    裂隙扩展
    距离/m
    辅运巷道侧
    裂隙扩展
    距离/m
    216.6108213132
    317.1132382742
    416.0126273130
    517.5103232633
    720.0101262630
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收稿日期:  2024-11-05
刊出日期:  2025-04-15

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