中国环境科学
中國環境科學
중국배경과학
CHINA ENVIRONMENTAL SCIENCE
2014年
3期
664-671
,共8页
林海%于明利%董颖博%刘泉利%刘抒悦%刘月
林海%于明利%董穎博%劉泉利%劉抒悅%劉月
림해%우명리%동영박%류천리%류서열%류월
锡采矿废石%重金属%粒度%淋溶规律%影响机制
錫採礦廢石%重金屬%粒度%淋溶規律%影響機製
석채광폐석%중금속%립도%림용규률%영향궤제
tin mining waste rock%heavy metal%particle size%leaching rule%influence mechanism
采用广西某锡矿不同粒度采矿废石进行模拟酸雨动态淋溶试验,研究了不同粒度锡采矿废石的淋溶规律,结果表明,淋溶前期,废石溶出重金属浓度呈上升趋势,Pb、Zn溶出浓度表现出中粒度>细粒度>粗粒度,As溶出浓度最高为0.12mg/L,表现为细粒度>中粒度>粗粒度;淋溶中后期,废石溶出重金属浓度呈平缓甚至缓慢下降趋势,3种重金属溶出规律均表现为细粒度>中粒度>粗粒度, Pb、Zn、As 最高溶出浓度分别为0.91,1.05,0.12mg/L.研究了重金属溶出动力学并运用X射线衍射、扫描电镜、能谱仪、比表面积及孔径分布仪和化学测试等手段分析得出了锡采矿废石淋溶影响机制,淋溶前期主要受粒度影响,溶质以对流运移为主;淋溶后期受粒度、空隙率、比表面积、表面结构和形态分布等多重因素影响,溶质以对流运移和分子扩散综合影响为主.本研究方法及结论可为废石重金属防控和监管提供理论依据.
採用廣西某錫礦不同粒度採礦廢石進行模擬痠雨動態淋溶試驗,研究瞭不同粒度錫採礦廢石的淋溶規律,結果錶明,淋溶前期,廢石溶齣重金屬濃度呈上升趨勢,Pb、Zn溶齣濃度錶現齣中粒度>細粒度>粗粒度,As溶齣濃度最高為0.12mg/L,錶現為細粒度>中粒度>粗粒度;淋溶中後期,廢石溶齣重金屬濃度呈平緩甚至緩慢下降趨勢,3種重金屬溶齣規律均錶現為細粒度>中粒度>粗粒度, Pb、Zn、As 最高溶齣濃度分彆為0.91,1.05,0.12mg/L.研究瞭重金屬溶齣動力學併運用X射線衍射、掃描電鏡、能譜儀、比錶麵積及孔徑分佈儀和化學測試等手段分析得齣瞭錫採礦廢石淋溶影響機製,淋溶前期主要受粒度影響,溶質以對流運移為主;淋溶後期受粒度、空隙率、比錶麵積、錶麵結構和形態分佈等多重因素影響,溶質以對流運移和分子擴散綜閤影響為主.本研究方法及結論可為廢石重金屬防控和鑑管提供理論依據.
채용엄서모석광불동립도채광폐석진행모의산우동태림용시험,연구료불동립도석채광폐석적림용규률,결과표명,림용전기,폐석용출중금속농도정상승추세,Pb、Zn용출농도표현출중립도>세립도>조립도,As용출농도최고위0.12mg/L,표현위세립도>중립도>조립도;림용중후기,폐석용출중금속농도정평완심지완만하강추세,3충중금속용출규률균표현위세립도>중립도>조립도, Pb、Zn、As 최고용출농도분별위0.91,1.05,0.12mg/L.연구료중금속용출동역학병운용X사선연사、소묘전경、능보의、비표면적급공경분포의화화학측시등수단분석득출료석채광폐석림용영향궤제,림용전기주요수립도영향,용질이대류운이위주;림용후기수립도、공극솔、비표면적、표면결구화형태분포등다중인소영향,용질이대류운이화분자확산종합영향위주.본연구방법급결론가위폐석중금속방공화감관제공이론의거.
In order to obtain the leaching rule of different particle size of waste rock from tin mining zone, a dynamic simulation test was carried out. Three metal ions, Pb、Zn and As were investigated in the test. Concentrations of heavy metals leached were increasing in the early stage of the test. As leaching time extending, the concentrations of heavy metals leveled off then began to decrease. The influence of the particle size on leaching shown that smaller particle size led to better leaching result. X-ray diffraction、SEM、EDS、Surface Area and Pore Size analysis indicated that the leaching process was primarily influenced by particle size in the early stage of leaching. The solute flow was convective. During the later phase, leaching was influenced by particle size, porosity, specific surface, surface structure and morphologic distribution. In this period, the solute transport was influenced by convection transport and molecular diffusion.