两种不同回收方式尾矿库水文特征比较佐治亚州林肯顿的格雷夫斯山

G. Geidel
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引用次数: 0

摘要

对两个蓝晶石选矿尾矿库采用不同复垦策略后的水文特征进行了比较评价;一种是用不透水膜回收,另一种是用开放的表面重构方法回收。乔治亚州林肯县格雷夫斯山矿蓝晶石矿石在提取加工过程中产生了细粒尾矿。尾矿通过浆体管道输送到利用现场材料筑坝形成的各类尾矿库中。第一个研究地点被称为黄铁矿池(PP),是在20世纪60年代和70年代初建造和填充的。1992年初,在PP上盖上一层防渗膜,并盖上一层薄土和植被。1998年,上坡填海工程完成。第二个尾矿库,简称东尾矿库(ETP),于20世纪70年代和80年代初建成并填埋,并于1995年通过地表重构和添加土壤改进剂进行复垦。在两个尾矿库内和尾矿库附近安装了压力表和井。虽然最初的研究旨在比较两种填海战略,但很明显地下水是一个主要因素。对各尾矿库不同深度的地表电位数据的评价结果表明,虽然两个尾矿库对降水事件的响应都有延迟,但地表入渗模型不能充分描述ETP深井和PP井的延迟。进一步考虑尾矿库周边井况资料,结合尾矿库断面和尾矿库水位,发现两个尾矿库的水文特征均受到基流入渗和地下水向尾矿库上坡区渗透的显著影响。额外的
本文章由计算机程序翻译,如有差异,请以英文原文为准。
COMPARISON OF HYDROLOGIC CHARACTERISTICS FROM TWO DIFFERENTLY RECLAIMED TAILINGS PONDS; GRAVES MOUNTAIN, LINCOLNTON, GA
This study compares and evaluates the hydrologic characteristics between two kyanite ore process tailings ponds that were reclaimed with different reclamation strategies; one reclaimed with an impermeable membrane and the other with an open, surface reconfiguration methodology. During the extraction and processing of kyanite ore from the Graves Mountain mine, Lincoln County, Georgia, fine grained tailings were produced. The tailings were transported by slurry pipeline to various tailings ponds which were created by the construction of dams using on-site materials. The first study site, referred to as the Pyrite Pond (PP), was constructed and filled during the 1960’s and early 1970’s. In early 1992, the PP was capped with an impermeable membrane, covered with a thin soil veneer and vegetated and in 1998 the upslope reclamation was completed. The second tailings pond, referred to as the East Tailings Pond (ETP), was constructed and filled in the 1970’s and early 1980’s and was reclaimed in 199596 by surface reconfiguration and the addition of soil amendments. Piezometers and wells were installed into the two tailings ponds and also in close proximity to the tailings ponds. While the initial study was aimed at comparing the two reclamation strategies, it became apparent that the ground water was a dominant factor. Results of the evaluation of the potentiometric surface data for varying depths within each tailings pond indicate that while both tailings ponds exhibit delayed response to precipitation events suggesting infiltration effects, the delay in the ETP deep wells and PP wells could not be adequately described by a surface infiltration model. Further consideration of the surrounding well data, coupled with the tailings cross sections and water levels, suggest that the hydrologic characteristics of both tailings ponds are significantly influenced by base flow infiltration and ground water seepage into the upgradient areas of the tailing ponds. Additional
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