Chen Baoliang, Huang Wenhai, Mao Jiefei, Lv Shaofang
Department of Environmental Science, Zhejiang University, Hangzhou, Zhejiang 310028, China.
J Hazard Mater. 2008 Oct 1;158(1):116-23. doi: 10.1016/j.jhazmat.2008.01.035. Epub 2008 Jan 19.
Sorption of naphthalene, p-nitrotoluene, nitrobenzene and m-dinitrobenzene from water to original bentonite, original bentonite in KCl solutions, and an organobentonite (i.e., 100CTMAB) was compared. The affinities of sorbates with original bentonite were extremely weak and similar (sorption coefficient (K(d))=0.41-0.94 mL/g) regardless of their properties and structures. Sorption was dramatically enhanced by 100CTMAB due to strong retention of CTMA(+)-derived organic phase and the exposed-siloxane surfaces. The resultant K(d) increased by 5360, 780, 40 and 200 times, respectively, for naphthalene, p-nitrotoluene, nitrobenzene and m-dinitrobenzene, reversed with their aqueous solubility. The presence of K(+) promoted sorption of nitroaromatic compounds (50-400 times). The enhanced-mechanism for nitrobenzene at low concentrations and p-nitrotoluene was derived mainly from weak van der Waals interaction between aromatic rings and siloxane surfaces, while for nitrobenzene at high concentrations and m-dinitrobenzene the mechanisms were attributed to primary complexation of -NO(2) group with K(+) and then strong interactions by electron donor-acceptor. Sorption of m-dinitrobenzene enhanced linearly with K(+) concentrations of 0.005-0.20 mol/L, and overshadowed the role of 100CTMAB when K(+)>0.5 mol/L. These will eventually facilitate the application of modified-bentonite to abate pollutants in environments.
比较了萘、对硝基甲苯、硝基苯和间二硝基苯从水中到原始膨润土、KCl溶液中的原始膨润土以及有机膨润土(即100CTMAB)的吸附情况。无论被吸附物的性质和结构如何,它们与原始膨润土的亲和力都极其微弱且相似(吸附系数(K(d))=0.41 - 0.94 mL/g)。由于CTMA(+)衍生的有机相和暴露的硅氧烷表面的强烈保留,100CTMAB显著增强了吸附。对于萘、对硝基甲苯、硝基苯和间二硝基苯,所得的K(d)分别增加了5360倍、780倍、40倍和200倍,与它们的水溶性相反。K(+)的存在促进了硝基芳烃化合物的吸附(50 - 400倍)。低浓度硝基苯和对硝基甲苯的增强机制主要源于芳环与硅氧烷表面之间的弱范德华相互作用,而高浓度硝基苯和间二硝基苯的机制则归因于 -NO(2)基团与K(+)的初级络合,然后通过电子供体 - 受体的强相互作用。间二硝基苯的吸附随K(+)浓度在0.005 - 0.20 mol/L范围内呈线性增强,当K(+)>0.5 mol/L时,其作用超过了100CTMAB。这些最终将有助于改性膨润土在环境中减少污染物方面的应用。