Kim Young-Jin, Brooks Scott C, Zhang Fan, Parker Jack C, Moon Ji-Won, Roh Yul
Civil Engineering Division, Samsung C&T Corp., Seocho-Dong, Seocho-Gu, Seoul 137-956, Republic of Korea.
Oak Ridge National Laboratory, Environmental Sciences Division, P.O. Box 2008, MS 6038, Oak Ridge, TN 37831-6038, USA.
J Environ Radioact. 2015 Jan;139:154-162. doi: 10.1016/j.jenvrad.2014.10.008. Epub 2014 Nov 9.
Batch and column experiments were conducted to investigate sorption and transport of uranium (U) in the presence of saprolite derived from interbedded shale, limestone, and sandstone sequences. Sorption kinetics were measured at two initial concentrations (C0; 1, 10 μM) and three soil:solution ratios (Rs/w; 0.005, 0.25, 2 kg/L) at pH 4.5 (pH of the saprolite). The rate of U loss from solution (μmole/L/h) increased with increasing Rs/w. Uranium sorption exhibited a fast phase with 80% sorption in the first eight hours for all C0 and Rs/w values and a slow phase during which the reaction slowly approached (pseudo)equilibrium over the next seven days. The pH-dependency of U sorption was apparent in pH sorption edges. U(VI) sorption increased over the pH range 4-6, then decreased sharply at pH > 7.5. U(VI) sorption edges were well described by a surface complexation model using calibrated parameters and the reaction network proposed by Waite et al. (1994). Sorption isotherms measured using the same Rs/w and pH values showed a solids concentration effect where U(VI) sorption capacity and affinity decreased with increasing solids concentration. This effect may have been due to either particle aggregation or competition between U(VI) and exchangeable cations for sorption sites. The surface complexation model with calibrated parameters was able to predict the general sorption behavior relatively well, but failed to reproduce solid concentration effects, implying the importance of appropriate design if batch experiments are to be utilized for dynamic systems. Transport of U(VI) through the packed column was significantly retarded. Transport simulations were conducted using the reactive transport model HydroGeoChem (HGC) v5.0 that incorporated the surface complexation reaction network used to model the batch data. Model parameters reported by Waite et al. (1994) provided a better prediction of U transport than optimized parameters derived from our sorption edges. The results presented in this study highlight the challenges in defining appropriate conditions for batch-type experiments used to extrapolate parameters for transport models, and also underline a gap in our ability to transfer batch results to transport simulations.
进行了批次实验和柱实验,以研究在由互层页岩、石灰岩和砂岩序列衍生的腐泥土存在下铀(U)的吸附和迁移情况。在pH值为4.5(腐泥土的pH值)时,在两种初始浓度(C0;1、10 μM)和三种土液比(Rs/w;0.005、0.25、2 kg/L)下测量吸附动力学。溶液中铀损失的速率(微摩尔/升/小时)随着Rs/w的增加而增加。对于所有C0和Rs/w值,铀吸附在前八小时呈现快速阶段,吸附量达80%,随后是缓慢阶段,在此阶段反应在接下来的七天内缓慢接近(准)平衡。铀吸附的pH依赖性在pH吸附边缘很明显。U(VI)吸附在pH值4 - 6范围内增加,然后在pH > 7.5时急剧下降。使用校准参数和Waite等人(1994年)提出的反应网络的表面络合模型很好地描述了U(VI)吸附边缘。使用相同的Rs/w和pH值测量的吸附等温线显示出固溶体浓度效应,即U(VI)吸附容量和亲和力随固溶体浓度增加而降低。这种效应可能是由于颗粒聚集或U(VI)与可交换阳离子对吸附位点的竞争。具有校准参数的表面络合模型能够较好地预测一般吸附行为,但未能重现固溶体浓度效应,这意味着如果要将批次实验用于动态系统,适当设计很重要。U(VI)通过填充柱的迁移受到显著阻滞。使用反应性迁移模型HydroGeoChem(HGC)v5.0进行迁移模拟,该模型纳入了用于模拟批次数据的表面络合反应网络。Waite等人(1994年)报告的模型参数比从我们的吸附边缘得出的优化参数能更好地预测铀迁移。本研究中给出的结果突出了为用于外推迁移模型参数的批次类型实验定义合适条件的挑战,也凸显了我们将批次结果转换为迁移模拟能力的差距。