Arcos David, Grandia Fidel, Domènech Cristina, Fernández Ana M, Villar María V, Muurinen Arto, Carlsson Torbjörn, Sellin Patrik, Hernán Pedro
Amphos XXI Consulting, S.L., Valldoreix (Barcelona), Spain.
J Contam Hydrol. 2008 Dec 12;102(3-4):196-209. doi: 10.1016/j.jconhyd.2008.09.021. Epub 2008 Oct 15.
The KBS-3 underground nuclear waste repository concept designed by the Swedish Nuclear Fuel and Waste Management Co. (SKB) includes a bentonite buffer barrier surrounding the copper canisters and the iron insert where spent nuclear fuel will be placed. Bentonite is also part of the backfill material used to seal the access and deposition tunnels of the repository. The bentonite barrier has three main safety functions: to ensure the physical stability of the canister, to retard the intrusion of groundwater to the canisters, and in case of canister failure, to retard the migration of radionuclides to the geosphere. Laboratory experiments (< 10 years long) have provided evidence of the control exerted by accessory minerals and clay surfaces on the pore water chemistry. The evolution of the pore water chemistry will be a primordial factor on the long-term stability of the bentonite barrier, which is a key issue in the safety assessments of the KBS-3 concept. In this work we aim to study the long-term geochemical evolution of bentonite and its pore water in the evolving geochemical environment due to climate change. In order to do this, reactive transport simulations are used to predict the interaction between groundwater and bentonite which is simulated following two different pathways: (1) groundwater flow through the backfill in the deposition tunnels, eventually reaching the top of the deposition hole, and (2) direct connection between groundwater and bentonite rings through fractures in the granite crosscutting the deposition hole. The influence of changes in climate has been tested using three different waters interacting with the bentonite: present-day groundwater, water derived from ice melting, and deep-seated brine. Two commercial bentonites have been considered as buffer material, MX-80 and Deponit CA-N, and one natural clay (Friedland type) for the backfill. They show differences in the composition of the exchangeable cations and in the accessory mineral content. Results from the simulations indicate that pore water chemistry is controlled by the equilibrium with the accessory minerals, especially carbonates. pH is buffered by precipitation/dissolution of calcite and dolomite, when present. The equilibrium of these minerals is deeply influenced by gypsum dissolution and cation exchange reactions in the smectite interlayer. If carbonate minerals are initially absent in bentonite, pH is then controlled by surface acidity reactions in the hydroxyl groups at the edge sites of the clay fraction, although its buffering capacity is not as strong as the equilibrium with carbonate minerals. The redox capacity of the bentonite pore water system is mainly controlled by Fe(II)-bearing minerals (pyrite and siderite). Changes in the groundwater composition lead to variations in the cation exchange occupancy, and dissolution-precipitation of carbonate minerals and gypsum. The most significant changes in the evolution of the system are predicted when ice-melting water, which is highly diluted and alkaline, enters into the system. In this case, the dissolution of carbonate minerals is enhanced, increasing pH in the bentonite pore water. Moreover, a rapid change in the population of exchange sites in the smectite is expected due to the replacement of Na for Ca.
由瑞典核燃料和废物管理公司(SKB)设计的KBS - 3地下核废料储存库概念包括围绕铜罐和铁内衬的膨润土缓冲屏障,用过的核燃料将放置在铁内衬中。膨润土也是用于密封储存库通道和沉积隧道的回填材料的一部分。膨润土屏障具有三个主要安全功能:确保罐体的物理稳定性,延缓地下水侵入罐体,以及在罐体失效的情况下,延缓放射性核素向地质圈的迁移。实验室实验(时长小于10年)提供了辅助矿物和粘土表面对孔隙水化学作用控制的证据。孔隙水化学的演变将是膨润土屏障长期稳定性的一个主要因素,这是KBS - 3概念安全评估中的一个关键问题。在这项工作中,我们旨在研究气候变化导致的地球化学环境演变过程中膨润土及其孔隙水的长期地球化学演变。为了做到这一点,采用反应性传输模拟来预测地下水与膨润土之间的相互作用,模拟遵循两种不同途径:(1)地下水通过沉积隧道中的回填材料流动,最终到达沉积孔顶部;(2)地下水通过横穿沉积孔的花岗岩中的裂缝与膨润土环直接相连。使用与膨润土相互作用的三种不同水体测试了气候变化的影响:现代地下水、融冰水和深部卤水。两种商用膨润土MX - 80和Deponit CA - N被视为缓冲材料,一种天然粘土(弗里德兰德型)用于回填。它们在可交换阳离子组成和辅助矿物含量方面存在差异。模拟结果表明,孔隙水化学受与辅助矿物特别是碳酸盐的平衡控制。当有方解石和白云石存在时,pH值通过它们的沉淀/溶解来缓冲。这些矿物的平衡受到石膏溶解和蒙脱石层间阳离子交换反应的深刻影响。如果膨润土中最初不存在碳酸盐矿物,pH值则由粘土颗粒边缘位点羟基的表面酸度反应控制,尽管其缓冲能力不如与碳酸盐矿物的平衡强。膨润土孔隙水系统的氧化还原能力主要由含铁(II)矿物(黄铁矿和菱铁矿)控制。地下水成分的变化导致阳离子交换占有率以及碳酸盐矿物和石膏的溶解 - 沉淀发生变化。当高度稀释且呈碱性的融冰水进入系统时,预计系统演变中会发生最显著的变化。在这种情况下,碳酸盐矿物的溶解增强,膨润土孔隙水中的pH值升高。此外,由于钠取代钙,预计蒙脱石中交换位点的数量会迅速变化。