首页 | 本学科首页   官方微博 | 高级检索  
     检索      

矿石粒径对矿堆内溶液毛细渗流的影响特征
引用本文:尹升华,陈勋,姜立春.矿石粒径对矿堆内溶液毛细渗流的影响特征[J].北京科技大学学报,2015(5):21-27.
作者姓名:尹升华  陈勋  姜立春
作者单位:1. 北京科技大学土木与环境工程学院,北京,100083;2. 华南理工大学土木与交通学院,广州,510640
基金项目:国家自然科学基金资助项目,全国优秀博士学位论文作者专项资金资助项目,新世纪优秀人才支持计划资助项目,北京高等学校青年英才计划资助项目
摘    要:为探究矿石粒径对矿堆内溶液毛细渗流的影响特征,利用所构建的溶液毛细上升实验装置,针对单一粒径矿堆和混合粒径矿堆,分别开展不同矿石粒径下溶液毛细上升实验,得到了溶液毛细上升高度与时间的关系曲线及相应的拟合方程,分析了溶液上升速度随时间变化规律。研究发现:实验初期矿堆内溶液上升速度较快,随着实验时间的增加,溶液上升速度逐渐减小并最终降为零,且溶液最大上升高度及溶液上升速度均与矿石粒径负相关。矿堆内由毛细作用形成的不可动溶液含量随矿石平均粒径的减小而增大,细颗粒矿石含量过多时在矿堆内将形成大范围的不可动溶液区域,影响矿堆内溶液渗透效果。

关 键 词:堆浸  渗流  毛细上升法  粒径

Effect of ore particle size on solution capillary seepage in ore heaps
YIN Sheng-hua,CHEN Xun,JIANG Li-chun.Effect of ore particle size on solution capillary seepage in ore heaps[J].Journal of University of Science and Technology Beijing,2015(5):21-27.
Authors:YIN Sheng-hua  CHEN Xun  JIANG Li-chun
Abstract:To explore the characteristics of the effect of ore particle size on the capillary flow of solution in an ore heap, solution capillary rise experiments of two groups of ore particles, mono-size and non-uniform, were performed with an established capillary rise experimental device. The relationship of solution capillary rise height with time and the corresponding fitting equations were obtained. The regularity of solution rise velocity with time was analyzed. It is found that at the beginning of the experiment, the ore heap solution rises quickly;with the increase of time, the solution rise velocity decreases and eventually drops to zero; the maximum solution rise height and velocity have negative correlation with ore particle size. Immobile solution content inside the ore heap formed by capillary action increases with the decreasing of average particle size, and a wide range area of immobile solution will form when the content of fine particles in the ore heap is too much, which can influence the solution seepage of the ore heap.
Keywords:heap leaching  seepage  capillary rise method  particle size
本文献已被 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号