首页|露天矿地下涌水模拟与安全防治研究

露天矿地下涌水模拟与安全防治研究

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露天矿的涌水量预测是制定矿山防排水疏干方案的必要前提条件.以巴润露天矿为例,通过分析矿区水文与工程地质资料,建立矿区三维地下水数值模型,以此为基础对矿区进行涌水量预测和涌水点区域水均衡分析.研究结果表明:矿区模拟涌水量为3903.2 m3/d,相较于"大井法",其预测结果更接近实际勘察结果,能更客观准确地反映矿山涌水情况;矿区东采场北帮28~39勘探线的第四系洪积、冲积含水层补排不均导致边坡渗水,据此提出仰斜式排水孔与截水沟联合治理方案.对28,32,36共3处勘探线边坡进行排水模拟,模拟结果显示:采用仰斜式排水孔可有效降低地下水位,减少坡面渗水,提高边坡稳定性.研究结果可为矿山水患治理提供理论参考.
Study on Simulation and Safety Prevention of Underground Water Inflow in Open-Pit Mine
The prediction of water inflow in open-pit mine is a necessary prerequisite for the formulation of mine drainage and drainage scheme.Taking Barun open-pit mine as an example,by analyzing the hydrological and engineering geological data of the mining area,a three-dimensional groundwater numerical model of the mining area was established.Based on this,the water inflow prediction and regional water balance analysis of the water inflow point were carried out.The results show that the simulated water inflow in the mining area is 3903.2 m3/d,compared with the"big well method",the prediction results are closer to the actual survey results and can reflect the mine water inflow more objectively and accurately.The quaternary diluvial and alluvial aquifers of the 28-39 exploration line in the north of the eastern mining area had caused slope seepage due to uneven replenishment and drainage.Based on this,a combined treatment scheme of inclined drainage holes and intercepting ditches was proposed.The drainage simulation of three exploration line slopes of 28,32 and 36 was carried out.The simulation results show that the inclined drainage holes can effectively reduce the groundwater level,reduce the seepage of the slope surface and improve the stability of the slope.The research results can provide theoretical reference for mine flood control.

Open-pit mineWater inflow predictionWater balance analysisSlope drainageNumerical simulation

刘兴雷、吴顺川、韩龙强、刘占全、崔凤、张西良、贾文松

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北京科技大学金属矿山高效开采与安全教育部重点实验室,北京 100083

昆明理工大学国土资源工程学院,云南昆明 650093

内蒙古包钢钢联股份有限公司巴润矿业分公司,内蒙古包头市 014080

中钢集团马鞍山矿山研究总院股份有限公司,安徽马鞍山市 243000

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露天矿 涌水量预测 水均衡分析 边坡排水 数值模拟

云南省创新团队资助项目

202105AE160023

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(2)
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