煤炭工程 ›› 2021, Vol. 53 ›› Issue (2): 132-136.doi: 10.11799/ce202102026

• 研究探讨 • 上一篇    下一篇

大型露天矿闭坑后地下水资源调整预测研究

邓焱,郝喆,许春东,吴超君   

  1. 辽宁大学
  • 收稿日期:2020-02-10 修回日期:2020-03-28 出版日期:2021-02-20 发布日期:2021-05-10
  • 通讯作者: 邓焱 E-mail:775208917@qq.com

Prediction of Groundwater Resources Adjustment after Large Open Pit Closure

  • Received:2020-02-10 Revised:2020-03-28 Online:2021-02-20 Published:2021-05-10

摘要: 以新闭坑的抚顺西露天矿为研究对象,利用Visual modflow构建三维水文地质模型,进行地下水运移规律分析,模拟结果表明,停排后西露天矿坑将汇水到60m稳定标高|受东露天抽水及地层影响,地下水由西南向东北流动,浑河由排泄源变为补给源|水均衡模拟结果可以看出,进入矿坑区84141m/d,人工排出水量为56768m/d,完全停排水不是最佳方案|进一步建立水资源优化模型,利用MATLAB进行优化计算,城镇用水分配600万m/a,工业用水分配400万m/a,生态用水分配700万m/a为合理配置,经济效益和社会效益两个目标所得结果整体较好。

关键词: 露天矿闭坑, 地下水运移, 水均衡, 水资源优化

Abstract: Taking the recently closed pit of Fushun West Open-pit Mine as the research object, a three-dimensional hydrogeological model was constructed using visual modflow, and the analysis of groundwater movement was performed. The simulation results show that the West Open-pit pit will converge to a stable elevation of 60m after the stoppage; The impact of pumping and strata, groundwater flows from the southwest to the northeast, and the Hunhe River changes from a drainage source to a recharge source. The results of the water balance simulation show that entering the pit area is 84141 m3/d, and the artificially discharged water is 56768 m3/d. The best solution; further establish a water resource optimization model and use MATLAB to perform optimization calculations. Urban water allocation is 6 million m3/a, industrial water allocation is 4 million m3/a, and ecological water allocation is 7 million m3/a. The results of the two goals of social benefits are better overall.