闫杰, 李福平, 李伟. 露天矿含断层边坡地下水渗透特性研究[J]. 中国矿业, 2022, 31(2): 92-98. DOI: 10.12075/j.issn.1004-4051.2022.02.001
    引用本文: 闫杰, 李福平, 李伟. 露天矿含断层边坡地下水渗透特性研究[J]. 中国矿业, 2022, 31(2): 92-98. DOI: 10.12075/j.issn.1004-4051.2022.02.001
    YAN Jie, LI Fuping, LI Wei. Study on groundwater permeability characteristics of fault slope in open-pit mine[J]. CHINA MINING MAGAZINE, 2022, 31(2): 92-98. DOI: 10.12075/j.issn.1004-4051.2022.02.001
    Citation: YAN Jie, LI Fuping, LI Wei. Study on groundwater permeability characteristics of fault slope in open-pit mine[J]. CHINA MINING MAGAZINE, 2022, 31(2): 92-98. DOI: 10.12075/j.issn.1004-4051.2022.02.001

    露天矿含断层边坡地下水渗透特性研究

    Study on groundwater permeability characteristics of fault slope in open-pit mine

    • 摘要: 针对地下水影响下的含断层边坡采动渗透特性问题,本文以伊敏露天矿三采区为工程背景,采用相似模型试验与数值模拟相结合的方法,研究边坡采动前后地下水渗流的特性规律及边坡水位下降过程中渗流场的变化特征。基于相似模型研究露天开采过程中的地下水位渗流动态变化过程、地下水通过断层后水位跌落规律、坡面出水位置及渗流水力坡降特征;通过数值模拟研究了8种不同降水工况下的露天矿边坡浸润线的变化特征、地下水在断层处跃变规律以及地下水的水力坡降特征。研究结果表明:含断层边坡地下水渗透具有跃变特性;随着渗流时间的增加,渗透影响区域由深部逐渐向三采区上部岩层扩展;水位降深会引起水力坡降与坡面出水点下降;相似模型与数值模拟研究结果中地下水水力坡降相近。根据断层两侧地下水的跃变特性,可在F1断层和F5断层之间地质体中设置降水井,实现地下水水位控制,为露天矿疏干排水与安全生产提供科学保障。

       

      Abstract: Aiming at the problem of mining seepage characteristics of slope with fault under the influence of groundwater.Taking the third mining area of Yimin open-pit mine as the engineering background, the seepage characteristics of groundwater before and after mining and the variation characteristics of seepage field in the process of slope water level dropping are studied by using the method of combining similar model test and numerical simulation.Based on the similar model, the dynamic change process of groundwater level seepage, the law of groundwater level drop after passing through fault, the water position of slope surface and the characteristics of seepage hydraulic gradient in the process of open-pit mine are studied based on the similar model.The change characteristics of slope phreatic line, the law of groundwater jump at fault and the hydraulic gradient characteristics of groundwater under eight different precipitation conditions are studied by numerical simulation.The results show that the groundwater seepage of the slope with faults has jump characteristics; with the increase of seepage time, the seepage affected area gradually extends from the deep to the upper strata of the third mining area; with the drawdown of water level, the hydraulic gradient and the water outlet point of the slope decrease; the hydraulic gradient of groundwater in the similar model is similar to that in the numerical simulation.According to the jump characteristics of groundwater on both sides of the fault, dewatering wells can be set in the geological body between F1 fault and F5 fault to realize the control of groundwater level and provide scientific guarantee for drainage and safety production of open-pit mine.

       

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