华北型煤田厚隔水层带压开采水害:模式·机理·防治

Water hazards in thick floor aquicludes for coal mining above confined aquifers in North China-type coalfields: Patterns, mechanisms, and prevention and control

  • 摘要:
    背景 煤层底板水害是制约华北型煤田深部煤炭资源开发的核心难题。随开采向深部延伸,面对底板厚隔水层,以往研究与经验在模式分类、机理阐释及防治实践方面均面临适配性挑战,亟需从模式、机理及防治3方面进行突破与完善。
    方法 采用案例归纳、理论分析、数值模拟与技术总结的研究方法,融合现有水害模式及典型突水案例,构建多依据并行的底板水害分类体系;梳理经典突水机理,基于弹性圆孔模型对厚隔水层突水模式的致灾机理进行系统阐释,并结合数值模拟方法,从动态演化视角补充说明;基于致灾机理,完善底板厚隔水层水害防治体系。
    结果 (1)水害模式:建立以突水机理、突水动力源及地质构造(含构造类型和构造特征)为并行划分依据的4级水害模式分类体系。(2)突水机理:将突水机理归纳为薄隔水层整体破断、厚隔水层压裂导升2种基本类别;针对厚隔水层突水模式,基于弹性圆孔模型对缺陷破裂环节进行刻画,提出破裂压力分布与重开压力分布作为表征底板全时空状态的指标,阐明厚隔水层条件下突水动力源为“矿压+水压”(完整隔水层、断层、陷落柱、褶皱、裂隙)与“水压”(等效均质厚隔水层)模式的致灾机理。(3)防治体系:梳理了涵盖6大工作内容的防治水工作体系;基于厚隔水层突水机理,对体系中的勘探与评估、工程治理、监测预警3个环节8项工作进行完善。
    结论 所建分类体系为水害模式的多角度归类提供了划分依据;采用弹性圆孔模型实现了厚隔水层突水机理的系统解析,突破了传统单一模型对应单一模式及机理的局限,明确破裂压力、重开压力对承压水压裂导升的控制作用,推动机理认知由静态向动态转变;防治水工作体系的完善,为深部厚隔水层带压开采水害防治工作提供了理论与方法支撑。研究成果可为煤层底板水害防控提供系统化依据,对提升煤矿水害防治水平、保障深部煤炭资源安全开采具有重要的理论与实践意义。

     

    Abstract:
    Background  Water hazards in coal seam floors represent a core challenge restricting the exploitation of deep coal resources in North China-type coalfields. As coal mining extends to greater depths, previous studies and experience exhibit limited applicability in the pattern classification, mechanism interpretation, and prevention and control of water hazards in thick floor aquicludes. Therefore, there is an urgent need to make breakthroughs and improvements in these three aspects.
    Methods  Using several methods, including case-based induction, theoretical analysis, numerical simulation, and technical summary, this study developed a classification system based on parallel multiple criteria for floor water hazards by combining available water hazard patterns and representative cases of water inrushes. Based on a review of classical mechanisms behind water inrushes, this study systematically expounded on the disaster-causing mechanisms underlying water inrushes from thick floor aquicludes using the circular hole model in an infinite elastic plate (also referred to as the elastic circular hole model). In combination with numerical simulation, these mechanisms were further supplemented from a dynamic evolutionary perspective. Based on the derived disaster-causing mechanisms, the prevention and control system for water hazards from thick floor aquicludes was improved.
    Results Regarding water hazard patterns, this study developed a four-level classification system based on parallel criteria, i.e., the mechanisms and dynamic sources of water inrushes, as well as geological structures (including their types and characteristics). The mechanisms underlying water inrushes were classified into two general categories: the holistic failure of thin aquicludes and fracturing-induced water uplift of thick aquicludes. For water inrushes from thick floor aquicludes, the rupture process of defects in the floor was characterized using the elastic circular hole model. Accordingly, the distributions of the defect rupture pressure and fracture reopening pressure were proposed to serve as indicators for characterizing the floor state in the full spatiotemporal domain. Under the condition of thick floor aquicludes, the disaster-causing mechanisms of two water inrush subcategories, i.e., those with dynamic sources of mining pressure combined with water pressure (for intact aquicludes and aquicludes bearing faults, collapse columns, folds, and fractures) and merely water pressure (for equivalent homogeneous thick aquicludes), were elucidated. Besides, a water hazard prevention and control system incorporating six major links was organized. Based on mechanisms underlying water inrushes from thick floor aquicludes, this study refined eight specific tasks of three links in the system, namely exploration and evaluation, engineering prevention and control, and monitoring and early warning.
    Conclusions  The four-level classification system provides a basis for the multi-perspective categorization of water hazard patterns. The elastic circular hole model enables the systematic analysis of mechanisms underlying water inrushes from thick floor aquicludes, overcoming the limitation of conventional models, each of which corresponds merely to a single pattern and mechanisms of water hazards. The controlling effects of the defect rupture pressure and fracture reopening pressure on the fracturing-induced confined water uplift are clarified, facilitating a shift from a static to a dynamic perspective in understanding the mechanisms behind water inrushes. The improved water hazard prevention and control system provides theoretical and methodological support for preventing and controlling water inrushes from thick floor aquicludes in the case of deep coal mining above confined aquifers. Overall, the results of this study provide a systematic basis for the prevention and control of water hazards in coal seam floors, holding significant theoretical and practical implications for enhancing the prevention and control level of water hazards in coal mines and ensuring the safe exploitation of deep coal resources.

     

/

返回文章
返回