Katsoyiannis Ioannis A
Federal Environmental Agency, Department of Drinking Water, Schichauweg 58, Berlin 12307, Germany.
J Hazard Mater. 2007 Jan 2;139(1):31-7. doi: 10.1016/j.jhazmat.2006.05.102. Epub 2006 Jun 6.
The removal of U(VI) from groundwaters by adsorption onto bacteriogenic iron oxides (BIOS) has been investigated under batch mode. The adsorbent dosage, the uranium concentration, the concentration of carbonate and the use of a real groundwater spiked with uranium comprised the examined parameters. In addition, the effect of pH was examined in two different water matrixes, i.e., in distilled water and in real groundwater. Equilibrium studies were carried out to determine the maximum adsorption capacity of BIOS and the data correlated well with the Langmuir and Freundlich models. The presence of carbonate affected adversely the adsorption of U(VI) onto BIOS. The maximum adsorption capacity of BIOS was 9.25 mg g(-1) at 0.1mM carbonate concentration and decreased to 6.93 mg g(-1) at 0.5mM carbonate concentration, whereas at carbonate concentration of 2mM practically no adsorption occurred. The data were further analyzed using the pseudo-second order kinetic equation, which fitted best the experimental results. The initial adsorption rate (h) was found to increase with decreasing the concentration of carbonate in all cases. When experiments were accomplished in the absence of carbonate, the pH values did not have an effect on the adsorption of U(VI). However, the extent of U(VI) adsorption was strongly pH-dependent when the experiments were carried out in the real groundwater. The maximum adsorption capacity increased sharply as the pH decreased and optimum removal was obtained in the pH range 3.2-4.0, thus bacteriogenic iron oxides can found application in the removal of U(VI) by adsorption from low pH or low carbonate waters.
通过批量模式研究了利用生物成因氧化铁(BIOS)吸附去除地下水中U(VI)的情况。考察的参数包括吸附剂用量、铀浓度、碳酸盐浓度以及添加铀的实际地下水的使用情况。此外,还在两种不同的水基质中,即蒸馏水和实际地下水中考察了pH值的影响。进行了平衡研究以确定BIOS的最大吸附容量,数据与朗缪尔模型和弗伦德利希模型相关性良好。碳酸盐的存在对U(VI)在BIOS上的吸附产生不利影响。在碳酸盐浓度为0.1mM时,BIOS的最大吸附容量为9.25mg g(-1),在碳酸盐浓度为0.5mM时降至6.93mg g(-1),而在碳酸盐浓度为2mM时几乎不发生吸附。使用准二级动力学方程对数据进行进一步分析,该方程最符合实验结果。在所有情况下,初始吸附速率(h)均随着碳酸盐浓度的降低而增加。在不存在碳酸盐的情况下进行实验时,pH值对U(VI)的吸附没有影响。然而,在实际地下水中进行实验时,U(VI)的吸附程度强烈依赖于pH值。随着pH值降低,最大吸附容量急剧增加,在pH范围3.2 - 4.0内获得最佳去除效果,因此生物成因氧化铁可用于从低pH或低碳酸盐水中通过吸附去除U(VI)。