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现代矿业 ›› 2022, Vol. 38 ›› Issue (08): 256-.

• 实用技术 • 上一篇    

石芒坑金矿抽水与注水试验及涌水量预测

李中权   

  1. 安徽省地质矿产勘查局322 地质队
  • 出版日期:2022-08-25 发布日期:2023-06-07

Pumping and Water Injection Test and Water Inflow Prediction in Shimangkeng Gold Mine

LI Zhongquan   

  1. 322 Geological Team of Anhui Provincial Bureau of Geology and Mineral Exploration
  • Online:2022-08-25 Published:2023-06-07

摘要: 在石芒坑金矿详查水文地质工作中,采用稳定流抽水及注水试验的方法来分别求取 含水层的渗透系数。通过分析2 种试验结果的差异,从而确定出合理的渗透系数,为涌水量预测 提供基础。导致渗透系数相差较大的原因是水量偏小、抽水持续时间短、试验段不一致等。参考 砂岩、粉砂岩渗透系数经验值,选取注水试验的渗透系数,采用大井法进行矿坑涌水量预测,计算 得矿坑涌水量为166 m3/d。

关键词: 抽水试验, 注水试验, 渗透系数, 涌水量预测

Abstract: In the detailed hydrogeological work of Shimangkeng Gold Mine,the methods of steady flow pumping and water injection are used to obtain the permeability coefficient of the aquifer respectively. By analyzing the difference between the two test results,a reasonable permeability coefficient is deter⁃ mined,which provides a basis for the prediction of water inflow. The reasons for the large difference in per⁃ meability coefficient are the small amount of water,the short duration of pumping,and the inconsistency of test sections. Referring to the empirical value of the permeability coefficient of sandstone and siltstone,the permeability coefficient of the water injection test is selected,and the large-well method is used to predict the mine water inflow,and the calculated mine water inflow is 166 m3/d.

Key words: pumping test, water injection test, permeability coefficient, water inflow prediction