A non-isothermal reactive transport model of the long-term geochemical evolution at the disposal cell scale in a HLW repository in granite

IF 5.3 2区 地球科学 Q2 CHEMISTRY, PHYSICAL Applied Clay Science Pub Date : 2023-09-15 DOI:10.1016/j.clay.2023.107018
Luis Montenegro , Javier Samper , Alba Mon , Laurent De Windt , Aurora-Core Samper , Enrique García
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引用次数: 1

Abstract

The assessment of the long-term performance of the engineered barrier systems of high-level radioactive waste (HLW) repositories requires the use of reactive transport models. Here a non-isothermal reactive transport model of the long-term geochemical evolution of a HLW disposal cell in a granitic host rock is presented. The model includes the vitrified waste (40 cm in diameter), the carbon-steel canister (5 cm thick), the saturated FEBEX bentonite buffer (75 cm thick) and the reference granitic rock. The model accounts for the thermal transient stage and assumes generalized steel corrosion under anaerobic conditions with a corrosion rate equal to 1.41 m/y. Canister failure is assumed to occur when the remaining canister thickness is equal to 3.5 cm at t = 25,000 years. Canister corrosion caused an increase in pH. The computed pH in the canister just before canister failure (t = 25,000 years) was equal to 9.25 and ranged from 7.82 to 9.25 in the bentonite. Magnetite, the main corrosion product, precipitated in the bentonite and especially in the canister. The thickness of magnetite precipitation band in the bentonite was 1 cm. Siderite precipitated at both sides of the canister/bentonite interface. The precipitation front penetrated >1 cm into the bentonite. Nuclear glass started dissolving after canister failure (t > 25,000 years). The concentration of dissolved silica increased in the inner part of the glass until t = 30,000 years and decreased in the outer part of the glass due to the out diffusion of dissolved silica into the canister and the bentonite. This diffusive flux caused the precipitation of greenalite at the glass/canister and canister/bentonite interfaces. The pH at the end of the simulation (t = 50,000 years) ranged from 7.93 to 7.89 in the glass, from 7.89 to 8.66 in the canister and from 7.87 to 8.6 in the bentonite. Magnetite precipitated in the canister while there was carbon steel to corrode. Once the canister was fully corroded, magnetite redissolved near the glass/canister interface. Greenalite precipitated in the canister and the bentonite, especially at the glass/canister interface and siderite precipitated at the canister/bentonite interface. The simulation results should be useful for the performance assessment of engineered barriers of radioactive waste repositories in granitic host rocks.

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花岗岩高放废物库处置池规模长期地球化学演化的非等温反应迁移模型
高放废物(HLW)储存库的工程屏障系统的长期性能评估需要使用反应传输模型。本文提出了花岗质寄主岩中高沸石处置池长期地球化学演化的非等温反应输运模型。该模型包括玻璃化废物(直径40 cm),碳钢罐(5 cm厚),饱和FEBEX膨润土缓冲层(75 cm厚)和参考花岗岩。该模型考虑了热瞬态阶段,并假设在厌氧条件下钢的普遍腐蚀,腐蚀速率为1.41 m/y。假设在t = 25,000年时,罐的剩余厚度为3.5 cm时,罐就会发生失效。罐体腐蚀导致pH值升高。罐体破坏前(t = 25000年)计算的pH值等于9.25,膨润土中的pH值在7.82到9.25之间。主要的腐蚀产物是磁铁矿,它在膨润土中沉淀,尤其是在罐体中。膨润土中磁铁矿沉淀带厚度约为1 cm。菱铁矿在筒体/膨润土界面两侧析出。降水锋深入膨润土1 cm。筒体失效后核玻璃开始溶解(t >25000年)。溶解的二氧化硅在玻璃内部的浓度增加,直到t = 30,000年,由于溶解的二氧化硅向罐子和膨润土扩散,玻璃外部的浓度下降。这种扩散通量导致绿绿石在玻璃/罐和罐/膨润土界面析出。模拟结束时(t = 5万年),玻璃中的pH值为7.93至7.89,罐中为7.89至8.66,膨润土中的pH值为7.87至8.6。当有碳钢腐蚀时,磁铁矿在罐内沉淀。一旦罐被完全腐蚀,磁铁矿在玻璃/罐界面附近重新溶解。绿绿石在罐和膨润土中沉淀,尤其是在玻璃/罐界面处,菱铁矿在罐/膨润土界面处沉淀。模拟结果可为花岗岩寄主岩中放射性废物贮存库工程屏障的性能评价提供参考。
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来源期刊
Applied Clay Science
Applied Clay Science 地学-矿物学
CiteScore
10.30
自引率
10.70%
发文量
289
审稿时长
39 days
期刊介绍: Applied Clay Science aims to be an international journal attracting high quality scientific papers on clays and clay minerals, including research papers, reviews, and technical notes. The journal covers typical subjects of Fundamental and Applied Clay Science such as: • Synthesis and purification • Structural, crystallographic and mineralogical properties of clays and clay minerals • Thermal properties of clays and clay minerals • Physico-chemical properties including i) surface and interface properties; ii) thermodynamic properties; iii) mechanical properties • Interaction with water, with polar and apolar molecules • Colloidal properties and rheology • Adsorption, Intercalation, Ionic exchange • Genesis and deposits of clay minerals • Geology and geochemistry of clays • Modification of clays and clay minerals properties by thermal and physical treatments • Modification by chemical treatments with organic and inorganic molecules(organoclays, pillared clays) • Modification by biological microorganisms. etc...
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