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Potential for mine water disposal in coal seam goaf: Investigation of storage coefficients in the Shendong mining area

机译:煤层采空区矿井水处理潜力:神东矿区储水系数研究

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Water resource shortages and coal mine water disposal create major challenges faced by Northwest China. This study investigated the idea of building underground reservoirs in coal seam goaf after coal mining activities in support of water resource protection and use. Several underground reservoirs have already been successfully constructed in the Shendong mining area. To inform reservoir construction, a mathematical fluid-solid coupling model was developed for calculating the storage coefficient and reservoir volume. Moreover, the effects of different physical parameters on the underground reservoirs were investigated. In addition, the storage coefficient of the Shendong mining area was calculated, which can contribute to site selection for future water storage facility development in that area. The results show that the rock bulking coefficient and mining height all have significant effects on the storage coefficient, in terms of uncertainty analysis. The storage coefficients in the Shendong mining area ranged from 12.80% to 33.80% (mean 22.30%). The total water storage for 18 typical underground reservoirs is 1857 x 10(4) m(3). The utilization ratio of mine water could increase from less than 25% to more than 90%. The highest storage coefficients for underground reservoirs would be in the boundary region of the Shendong mining area. The presented approach is helpful for improving mine water use and environmental protection and has broad application prospects. (C) 2019 Elsevier Ltd. All rights reserved.
机译:水资源短缺和煤矿用水处理给西北地区带来了重大挑战。这项研究调查了在煤矿开采活动后在煤层采空区中建立地下储层以支持水资源保护和利用的想法。神东矿区已成功建设了多个地下油藏。为了通知油藏建设,建立了数学的流固耦合模型来计算储油系数和储油量。此外,还研究了不同物理参数对地下储层的影响。此外,还计算了神东矿区的储水系数,这有助于为该地区未来的储水设施开发选址。结果表明,从不确定性分析的角度来看,岩石的膨胀系数和开采高度都对储层系数有显着影响。神东矿区的储集系数在12.80%至33.80%之间(平均22.30%)。 18个典型的地下水库的总储水量为1857 x 10(4)m(3)。矿井水的利用率可以从不到25%提高到90%以上。地下储层的最高存储系数将位于神东矿区的边界区域。该方法有助于改善矿井用水和环境保护,具有广阔的应用前景。 (C)2019 Elsevier Ltd.保留所有权利。

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