检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:周义朋[1,2] 沈照理[1] 孙占学[2] 何江涛[1] 邢拥国
机构地区:[1]中国地质大学,北京100083 [2]东华理工大学,江西抚州344000 [3]新疆中核天山铀业有限公司,新疆伊犁835000
出 处:《有色金属(矿山部分)》2013年第4期1-4,共4页NONFERROUS METALS(Mining Section)
基 金:国家自然科学基金(40872165)
摘 要:在地浸采铀过程中,需要尽量减少溶浸液向采区外围流失,并控制采区外围天然地下水向采区的流入量,以提高浸铀效率和减轻对周围地下水环境的影响。以某地浸采铀单元为例,通过设置不同的抽注流量组合进行地浸水动力数值模拟计算,研究地浸抽注平衡关系对溶浸液的流失及地下水流入的影响规律。结果表明,地浸采铀过程抽注流量的平衡关系是影响溶浸液流失量和外围地下水流入量的重要因素,溶浸液流失量随抽注流量比值的增大而减少,外围地下水的流入量则随抽注流量比增大而增加。当抽注流量比≥0.87时,溶浸液流失量可控制在注液流量的15%以下,而抽注流量比≤1.13时,外围地下水流入量不超过抽液流量的14%。模拟结果为合理控制地浸采铀过程中的溶浸液和地下水交换量提供借鉴。During the process of in-situ leaching of uranium, for mining efficiency and environment concerns, efforts should be made to minimize the outflow of leaching solution from mining site and the inflow of nature ground- water from surrounding. Based on a series of simulations of in-situ leaching process in cases of different leaching in- jection and pumping arranges, it is focused on how those outflow and inflow are influenced by' the changes of leac- hing injection and pumping via mining wells. The results show that the change of pumping-injection equilibrium is the principle cause of leaching solution's outflow and groundwater's inflow. As the ratio of pumping flux to injec- tion flux increases, the leaching solution^s outflow decreases~ on the contrary, groundwater's inflow increases. When the ratio of pumping flux to injection flux is no less than 0.87, the ratio of leaching solution's outflow to in- jection flux can be controlled below 15%. When the ratio of pumping flux to injection flux is no more than 1.13, the ratio of groundwater's inflow does not exceed 14%. The result has great significance to control the exchange be- tween leaching solution and groundwater during the in-situ leaching of uranium process.
分 类 号:TD853.392[矿业工程—金属矿开采]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.30