有色金属科学与工程
有色金屬科學與工程
유색금속과학여공정
JIANGXI NONFERROUS METALS
2014年
2期
95-99
,共5页
罗嗣海%黄群群%王观石%胡世丽%洪本根
囉嗣海%黃群群%王觀石%鬍世麗%洪本根
라사해%황군군%왕관석%호세려%홍본근
离子型稀土矿%柱浸试验%微颗粒迁移%渗透性变化
離子型稀土礦%柱浸試驗%微顆粒遷移%滲透性變化
리자형희토광%주침시험%미과립천이%삼투성변화
ion-absorbed rare-earth ore%leaching process%micro-particles migration%permeability coefficient
离子型稀土矿体的渗透性对浸矿工艺和浸矿引起边坡稳定变化具有重要影响,为此,采用室内柱浸试验研究渗流过程离子型稀土渗透性变化规律,通过对比原矿和筛分样的渗透系数变化,探讨了浸矿过程渗透系数的变化机理。结果表明:在清水渗流过程中,微颗粒迁移引起渗流稳定时间增长、渗流变化幅度增大,随着水力梯度的增大,流场稳定时间减小、流量变化幅度增加;浸矿过程中,离子吸附和离子交换使渗透系数减小,微颗粒迁移引起渗透系数增加,两种相反的作用同时存在,当水力梯度小于某一临界值时,引起渗透系数变化的主要原因是离子吸附和离子交换,当水力梯度大于某一临界值时,引起渗透系数变化的主要原因是微颗粒迁移,水力梯度增大,微颗粒迁移对渗透系数的变化影响增大;由于原矿级配良好,粒径大小相差悬殊,导致原矿比筛分样流场稳定时间更长。
離子型稀土礦體的滲透性對浸礦工藝和浸礦引起邊坡穩定變化具有重要影響,為此,採用室內柱浸試驗研究滲流過程離子型稀土滲透性變化規律,通過對比原礦和篩分樣的滲透繫數變化,探討瞭浸礦過程滲透繫數的變化機理。結果錶明:在清水滲流過程中,微顆粒遷移引起滲流穩定時間增長、滲流變化幅度增大,隨著水力梯度的增大,流場穩定時間減小、流量變化幅度增加;浸礦過程中,離子吸附和離子交換使滲透繫數減小,微顆粒遷移引起滲透繫數增加,兩種相反的作用同時存在,噹水力梯度小于某一臨界值時,引起滲透繫數變化的主要原因是離子吸附和離子交換,噹水力梯度大于某一臨界值時,引起滲透繫數變化的主要原因是微顆粒遷移,水力梯度增大,微顆粒遷移對滲透繫數的變化影響增大;由于原礦級配良好,粒徑大小相差懸殊,導緻原礦比篩分樣流場穩定時間更長。
리자형희토광체적삼투성대침광공예화침광인기변파은정변화구유중요영향,위차,채용실내주침시험연구삼류과정리자형희토삼투성변화규률,통과대비원광화사분양적삼투계수변화,탐토료침광과정삼투계수적변화궤리。결과표명:재청수삼류과정중,미과립천이인기삼류은정시간증장、삼류변화폭도증대,수착수력제도적증대,류장은정시간감소、류량변화폭도증가;침광과정중,리자흡부화리자교환사삼투계수감소,미과립천이인기삼투계수증가,량충상반적작용동시존재,당수력제도소우모일림계치시,인기삼투계수변화적주요원인시리자흡부화리자교환,당수력제도대우모일림계치시,인기삼투계수변화적주요원인시미과립천이,수력제도증대,미과립천이대삼투계수적변화영향증대;유우원광급배량호,립경대소상차현수,도치원광비사분양류장은정시간경장。
The permeability of ionic rare earth ore has a significant impact on leaching process and slope stability changes caused by leaching. Therefore , the indoor column leaching tests are used to study variation of rare earth ion permeability in percolation process. By comparing the permeability variation of ore and screening sample, the mechanism of permeability variation in leaching is explored . The results show that in water percolation process, micro-particles migration increases the seepage stability time and the range of seepage. With the increase of hydraulic gradient , the seepage field stable time decreases and flow range ability increases. In the process of leaching , the ion adsorption and the ion exchange reduces the permeability coefficient, micro-particles migrate increases the permeability coefficient , and two opposite effects coexist. When the hydraulic gradient is less than a critical value , Ion adsorption and ion exchange is the main reason changes permeability coefficient. When the hydraulic gradient is more than a critical value ,micro-particles migration is the main reason changes permeability coefficient. The impact of micro-particles migration on permeability coefficient increases with increasing of hydraulic gradient. As ore ’s particle size distribution is dispersed and graded better, the seepage filed of ore has longer stable time than screening sample.