基于改进突水系数法的底板断层突水评价

Assessing fault-induced floor water inrushes based on improved water inrush coefficients

  • 摘要:
    背景 随着矿井开采深度的不断增加,下组煤开采面临严峻的底板奥陶系灰岩水害威胁,其中断层活化是导致突水灾害的主要诱因,而原始突水系数法(T=p/M)在评价断层构造区域突水时存在一定的局限。
    方法 构建隐伏导通型、隐伏隔离型、揭露型、贯穿型4类断层突水模型,阐述相应断层类型的突水机理,对原始突水系数进行改进,提出不同类型的断层构造型突水系数,以山东新汶煤田良庄矿业81501工作面为工程实例,结合现场实测开展评价验证隐伏导通型、隐伏隔离型、揭露型突水系数的准确性,通过数值模拟验证贯穿型断层突水系数的准确性。
    结果和结论 改进后的突水系数综合考虑含水层富水性、断层长度和倾角、底板导水破坏带深度、相对隔水层厚度以及安全防隔水煤(岩)柱宽度等因素,提升了断层构造区域底板突水评价的科学性与准确性;隐伏导通型、隐伏隔离型、揭露型突水系数较原始突水系数高出约50%,高风险区与实际突水事故发生位置高度吻合;贯穿型突水系数在突水区域高于原始突水系数158%左右,评价出的突水区域与模拟结果相同。改进后的突水系数能够更合理、更准确地评价断层构造区域内的底板突水风险,为类似地质条件矿井的防治水工作提供了理论依据与技术参考。

     

    Abstract:
    Background As coal mining in mines constantly expands to greater depths, water hazards in the Ordovician limestone aquifers of coal seam floors pose a serious threat to the mining of coal seams in lower formations. Fault reactivation represents a primary factor inducing water inrushes. However, the original water inrush coefficient (T = p/M) suffers from certain limitations when used to assess the water inrushes in areas with faults.
    Methods Four models of floor water inrushes induced by non-penetrating faults (i.e., concealed hydraulically conductive faults, concealed isolated faults, and exposed faults) and penetrating faults were constructed, and the mechanisms behind various water inrushes were elucidated. Based on the original water inrush coefficient, improved water inrush coefficients corresponding to various faults were developed. Using mining face 81501 of the Liangzhuang Coal Mine in the Xinwen Coalfield of Shandong Province as an engineering case, the accuracy of the water inrush coefficients corresponding to non-penetrating and penetrating faults was verified through field measurements and numerical simulations, respectively.
    Results and Conclusions The improved water inrush coefficients comprehensively consider multiple factors, including the water yield property of aquifers, the lengths and dip angles of faults, the depth of the hydraulically conductive fractured zone in the coal seam floor, the thickness of the relative aquiclude, and the width of waterproof coal (rock) pillars, enhancing the scientific rigor and accuracy of the risk assessment of floor water inrushes in areas with faults. Compared to the original water inrush coefficient, the water inrush coefficients corresponding to non-penetrating faults increased by approximately 50%, with the high-risk zones identified proving highly consistent with actual water inrush locations. The water inrush coefficients corresponding to penetrating faults increased by approximately 158%, with the water inrush zones determined through assessment aligning with numerical simulation results. Overall, the improved water inrush coefficients allow for more rational and accurate risk assessment of floor water inrushes in areas with faults, providing a theoretical basis and technical reference for the prevention and control of water hazards in mines with similar geological conditions.

     

/

返回文章
返回