Samper Javier, Zheng Liange, Fernández Ana María, Montenegro Luis
ETS Ingenieros de Caminos, Canales y Puertos, Universidad de La Coruña, Campus de Elviña s/n, 15192, Spain.
J Contam Hydrol. 2008 Jun 6;98(3-4):115-27. doi: 10.1016/j.jconhyd.2008.03.008. Epub 2008 Mar 26.
Compacted bentonite is foreseen as buffer material for high-level radioactive waste in deep geological repositories because it provides hydraulic isolation, chemical stability, and radionuclide sorption. A wide range of laboratory tests were performed within the framework of FEBEX (Full-scale Engineered Barrier EXperiment) project to characterize buffer properties and develop numerical models for FEBEX bentonite. Here we present inverse single and dual-continuum multicomponent reactive transport models of a long-term permeation test performed on a 2.5 cm long sample of FEBEX bentonite. Initial saline bentonite porewater was flushed with 5.5 pore volumes of fresh granitic water. Water flux and chemical composition of effluent waters were monitored during almost 4 years. The model accounts for solute advection and diffusion and geochemical reactions such as aqueous complexation, acid-base, cation exchange, protonation/deprotonation by surface complexation and dissolution/precipitation of calcite, chalcedony and gypsum. All of these processes are assumed at local equilibrium. Similar to previous studies of bentonite porewater chemistry on batch systems which attest the relevance of protonation/deprotonation on buffering pH, our results confirm that protonation/deprotonation is a key process in maintaining a stable pH under dynamic transport conditions. Breakthrough curves of reactive species are more sensitive to initial porewater concentration than to effective diffusion coefficient. Optimum estimates of initial porewater chemistry of saturated compacted FEBEX bentonite are obtained by solving the inverse problem of multicomponent reactive transport. While the single-continuum model reproduces the trends of measured data for most chemical species, it fails to match properly the long tails of most breakthrough curves. Such limitation is overcome by resorting to a dual-continuum reactive transport model.
压实膨润土被视为深部地质处置库中高放废物的缓冲材料,因为它能提供水力隔离、化学稳定性和放射性核素吸附作用。在FEBEX(全尺寸工程屏障实验)项目框架内进行了一系列广泛的实验室测试,以表征缓冲特性并开发FEBEX膨润土的数值模型。在此,我们展示了对一个2.5厘米长的FEBEX膨润土样品进行的长期渗透试验的单连续体和双连续体多组分反应输运逆模型。用5.5孔隙体积的新鲜花岗岩水冲洗初始含盐膨润土孔隙水。在近4年的时间里监测了出水的水通量和化学成分。该模型考虑了溶质平流和扩散以及地球化学反应,如水相络合、酸碱反应、阳离子交换、表面络合引起的质子化/去质子化以及方解石、玉髓和石膏的溶解/沉淀。所有这些过程都假定处于局部平衡状态。与之前关于膨润土孔隙水化学的批量系统研究一致,这些研究证明了质子化/去质子化对缓冲pH值的相关性,我们的结果证实,在动态输运条件下,质子化/去质子化是维持稳定pH值的关键过程。反应性物种的突破曲线对初始孔隙水浓度比对有效扩散系数更敏感。通过求解多组分反应输运的逆问题,获得了饱和压实FEBEX膨润土初始孔隙水化学的最佳估计值。虽然单连续体模型再现了大多数化学物种测量数据的趋势,但它未能正确匹配大多数突破曲线的长尾部分。通过采用双连续体反应输运模型克服了这种局限性。