张硕, 王观石, 龙平, 罗嗣海. 裸脚式稀土矿山原地浸矿的浸润线计算方法[J]. 中国矿业, 2019, 28(5): 146-150,157. DOI: 10.12075/j.issn.1004-4051.2019.05.014
    引用本文: 张硕, 王观石, 龙平, 罗嗣海. 裸脚式稀土矿山原地浸矿的浸润线计算方法[J]. 中国矿业, 2019, 28(5): 146-150,157. DOI: 10.12075/j.issn.1004-4051.2019.05.014
    ZHANG Shuo, WANG Guanshi, LONG Ping, LUO Sihai. Calculation method of saturation line for in-situ leaching of barefoot type rare earth mine[J]. CHINA MINING MAGAZINE, 2019, 28(5): 146-150,157. DOI: 10.12075/j.issn.1004-4051.2019.05.014
    Citation: ZHANG Shuo, WANG Guanshi, LONG Ping, LUO Sihai. Calculation method of saturation line for in-situ leaching of barefoot type rare earth mine[J]. CHINA MINING MAGAZINE, 2019, 28(5): 146-150,157. DOI: 10.12075/j.issn.1004-4051.2019.05.014

    裸脚式稀土矿山原地浸矿的浸润线计算方法

    Calculation method of saturation line for in-situ leaching of barefoot type rare earth mine

    • 摘要: 以裸脚式稀土矿山为研究对象,用平均含水层厚度代替含水层厚度,通过Boussinesq方程建立了渗流稳定后,隔水底板为二次抛物线形式的浸润线的计算方法,分析了隔水底板表面形状参数和注液强度对浸润线的影响。结果显示,隔水底板表面形状参数和注液强度均对浸润线的影响非常明显。采用建立的浸润线的计算方法分析了注液强度在水平方向的分布情况,结果表明,底板越平缓,注液强度分布越不均匀,收液区域越大;注液强度随矿层厚度增加而增加。

       

      Abstract: Taking barefoot type rare earth mine as research object.Replacing aquifer thickness with average aquifer thickness, and after seepage stability, the calculation method of saturation line with two parabola forms of impermeable floor is established using Boussinesq equation.The influence of surface shape parameters of impermeable floor and liquid injection intensity on the saturation line is analyzed.It is found that surface shape parameters of impermeable floor and liquid injection intensity have obvious effects on the saturation line.The distribution of liquid injection intensity in horizontal direction is analyzed by using the calculation method of established saturation line.It is shown that the more flat the impermeable floor is, the more uneven the distribution of liquid injection intensity is, and the larger the liquid collection area is.The liquid injection intensity increases with the increase of the thickness of the ore layer.

       

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