Emergencies Science and Technology Section, Environment Canada, 335 River Road, Ottawa, Ontario, Canada.
J Hazard Mater. 2011 Oct 30;194:331-7. doi: 10.1016/j.jhazmat.2011.07.111. Epub 2011 Aug 7.
The adsorption of cesium on cement mortar from aqueous solutions was studied in series of bench-scale tests. The effects of cesium concentration, temperature and contact time on process kinetics and equilibrium were evaluated. Experiments were carried out in a range of initial cesium concentrations from 0.0103 to 10.88 mg L(-1) and temperatures from 278 to 313 K using coupons of cement mortar immersed in the solutions. Non-radioactive cesium chloride was used as a surrogate of the radioactive (137)Cs. Solution samples were taken after set periods of time and analyzed by inductively coupled plasma mass spectroscopy. Depending on the initial cesium concentration, its equilibrium concentration in solution ranged from 0.0069 to 8.837 mg L(-1) while the respective surface concentration on coupons varied from 0.0395 to 22.34 μg cm(-2). Equilibrium test results correlated well with the Freundlich isotherm model for the entire test duration. Test results revealed that an increase in temperature resulted in an increase in adsorption rate and a decrease in equilibrium cesium surface concentration. Among several kinetic models considered, the pseudo-second order reaction model was found to be the best to describe the kinetic test results in the studied range of concentrations. The adsorption activation energy determined from Arrhenius equation was found to be approximately 55.9 kJ mol(-1) suggesting that chemisorption was the prevalent mechanism of interaction between cesium ions and cement mortar.
从水溶液中用水泥砂浆吸附铯的研究是在一系列的台式试验中进行的。评估了铯浓度、温度和接触时间对过程动力学和平衡的影响。实验在初始铯浓度为 0.0103 到 10.88mg/L 和温度为 278 到 313K 的范围内进行,使用浸泡在溶液中的水泥砂浆试件。非放射性铯氯化物被用作放射性 (137)Cs 的替代物。在设定的时间间隔后取出溶液样品,并通过电感耦合等离子体质谱法进行分析。根据初始铯浓度的不同,其在溶液中的平衡浓度范围为 0.0069 到 8.837mg/L,而相应的在试件上的表面浓度范围为 0.0395 到 22.34μg/cm2。整个测试期间的平衡测试结果与 Freundlich 等温线模型很好地相关。测试结果表明,温度升高会导致吸附速率增加,平衡铯表面浓度降低。在所考虑的几种动力学模型中,发现准二级反应模型最适合描述在所研究浓度范围内的动力学测试结果。由阿仑尼乌斯方程确定的吸附活化能约为 55.9kJ/mol,表明铯离子与水泥砂浆之间的相互作用主要是化学吸附机制。