超大采高土–基型覆岩采动导水裂缝发育规律及控水开采策略

Developmental pattern of water flowing fractured zones in the soil-bedrock-type overburden and water-controlled mining strategy under a super-large mining height

  • 摘要:
    背景 导水裂缝带发育高度是煤矿顶板水害防控与水资源保护的关键,不同覆岩岩性及结构是导水裂缝带发育高度及特征差异性的主要控制因素。
    方法 以陕西曹家滩煤矿10 m超大采高工作面开采为工程背景,在实测土–基型覆岩采动导水裂缝发育高度的基础上,采用应力–渗流耦合数值模拟方法研究土–基型覆岩采动响应差异性规律,并提出顶板复合含水体下控水开采策略,分析控水开采效果。
    结果与结论 (1)曹家滩煤矿10 m超大采高工作面顶板属于典型的土–基型覆岩结构,受红土层遇裂缝可弥合再生隔水特性与对采动裂缝抑制作用的影响,裂采比为22.56倍,采动裂隙基本发育至红土层下部,只有极少数裂隙扩展到红土层,但红土层的整体隔水性未受破坏,基岩和土层内显现传统导水裂缝带变异规律。(2)基于超大采高土–基采动破坏演化与顶板含水层充水规律分析的基础上,提出“静储量精准疏放+动补给增排分流+全空间流场监测+局部防切顶漏顶”的控水开采策略。(3)综合开采过程中长观孔水位、工作面涌水量及水化学等多因素,采动裂缝仅导通基岩裂隙及风化带含水层,第四系含水层未受采动影响,实现了超大采高工作面控水安全高效开采。研究成果可为国内超大采高高强度开采覆岩破坏、水害防控与水资源保护提供依据。

     

    Abstract:
    Background The heights of water flowing fractured zones represent a key concern in the prevention and control of water disasters occurring in mining face roofs and water resource protection of coal mines. Varying lithologies and structures of the overburden are identified as primary factors governing the height and characteristic differences of water flowing fractured zones.
    Methods Against the engineering background of a mining face with 10 m super-large mining height in the Caojiatan Coal Mine of Shaanxi Province, this study investigated the differences in the mining-induced responses of the soil-bedrock-type overburden using numerical simulations of stress-seepage coupling and measured heights of water flowing fractured zones in the overburden. Furthermore, this study proposed a water-controlled mining strategy in the presence of composite water bodies in the roof and analyzed the performance of mining using this strategy.
    Results and Conclusions The results indicate that the roof of the mining face with 10 m super high mining height represents a typical overburden structure of the soil-bedrock type. The laterites in the overburden enable fracture healing, resulting in repeat water resistance and thus inhibiting mining-induced fractures. Accordingly, the fractured zone/mining height ratio of the mining face is 22.56, and mining-induced fractures largely propagate below the laterites. Although very few fractures extend to laterites, the overall water resistance of the laterites remains. In this case, the bedrock and laterites exhibit the variation pattern of traditional water flowing fractured zones. Based on the analysis of the evolution of mining-induced failures in the overburden and the water filling pattern of the roof aquifer, this study proposed a water-controlled mining strategy consisting of the precise drainage of static reserves, increased discharge and water diversion for dynamic supply, full-space flow field monitoring, and the prevention of local roof cutting and leakage. A comprehensive analysis of multiple factors, including water levels in long-term hydrological observation holes, water inflow along the mining face, and hydrochemistry during the mining process, reveals that the mining-induced fractures only propagated to bedrock fissures and the aquifer in the weathering zone, while the Quaternary aquifer was unaffected by mining. These contribute to the safe and efficient water-controlled mining of the mining face with a super-large mining height. The results of this study can provide a basis for the prevention and control of the overburden failure and water disasters, as well as water resources protection, in mining with super-large mining heights and high mining intensity in China.

     

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