化工进展
化工進展
화공진전
Chemical Industry and Engineering Progress
2015年
9期
3481-3486
,共6页
苏毓%谌伦建%刑宝林%徐冰%李郑鑫%张乐
囌毓%諶倫建%刑寶林%徐冰%李鄭鑫%張樂
소육%심륜건%형보림%서빙%리정흠%장악
有机膨润土%模拟废水%Cr(Ⅵ)吸附%孔结构%煤炭地下气化
有機膨潤土%模擬廢水%Cr(Ⅵ)吸附%孔結構%煤炭地下氣化
유궤팽윤토%모의폐수%Cr(Ⅵ)흡부%공결구%매탄지하기화
organic bentonite%simulation wastewater%Cr(Ⅵ) removal%pore structure%underground coal gasification
采用扫描电子显微镜(SEM)、低温氮气物理吸附仪对有机膨润土的表面形貌和孔结构特性进行表征,系统考察了吸附时间、膨润土用量、pH值、温度、六价铬初始浓度对模拟废水中六价铬脱除的影响,并从有机膨润土结构、吸附机理等角度分析其对模拟废水中Cr(Ⅵ)的吸附特性.实验结果表明,该有机膨润土片层结构明显,孔隙较发达,孔径分布较宽(主要分布在3~24nm之间),为典型的介孔材料,有利于污染物在有机膨润土内的迁移和扩散;该有机膨润土对Cr(Ⅵ)具有良好的吸附性能,在20℃、pH=6、20min条件下,2g膨润土对六价铬(50mg/L,50mL)的脱除率高达94.9%,此时吸附量为1.19mg/g.
採用掃描電子顯微鏡(SEM)、低溫氮氣物理吸附儀對有機膨潤土的錶麵形貌和孔結構特性進行錶徵,繫統攷察瞭吸附時間、膨潤土用量、pH值、溫度、六價鉻初始濃度對模擬廢水中六價鉻脫除的影響,併從有機膨潤土結構、吸附機理等角度分析其對模擬廢水中Cr(Ⅵ)的吸附特性.實驗結果錶明,該有機膨潤土片層結構明顯,孔隙較髮達,孔徑分佈較寬(主要分佈在3~24nm之間),為典型的介孔材料,有利于汙染物在有機膨潤土內的遷移和擴散;該有機膨潤土對Cr(Ⅵ)具有良好的吸附性能,在20℃、pH=6、20min條件下,2g膨潤土對六價鉻(50mg/L,50mL)的脫除率高達94.9%,此時吸附量為1.19mg/g.
채용소묘전자현미경(SEM)、저온담기물리흡부의대유궤팽윤토적표면형모화공결구특성진행표정,계통고찰료흡부시간、팽윤토용량、pH치、온도、륙개락초시농도대모의폐수중륙개락탈제적영향,병종유궤팽윤토결구、흡부궤리등각도분석기대모의폐수중Cr(Ⅵ)적흡부특성.실험결과표명,해유궤팽윤토편층결구명현,공극교발체,공경분포교관(주요분포재3~24nm지간),위전형적개공재료,유리우오염물재유궤팽윤토내적천이화확산;해유궤팽윤토대Cr(Ⅵ)구유량호적흡부성능,재20℃、pH=6、20min조건하,2g팽윤토대륙개락(50mg/L,50mL)적탈제솔고체94.9%,차시흡부량위1.19mg/g.
SEM and the N2 physical adsorption analyzer were applied to characterize the porous structure and surface morphology of organic bentonite. The effects of contact time,mass of organic bentonite,pH values,removal temperature and the initial concentration of Cr(Ⅵ) on its removal were also investigated. The results suggested that organic bentonite had visible lamellar structure, pore structure and pore size (pore size distribution range 3-24nm) were well-developed,indicating that organic bentonite as a typical mesoporous material,in favor of pollutants migration and proliferation. The organic bentonite also demonstrated a high removal rate at 20℃、pH=6、20min absorption time. Under the above conditions,2g organic bentonite achieved of 94.9% removal rate of 50mg/L Cr(Ⅵ) in 50mL solution.