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Pu在膨润土层中的反应性迁移模拟研究(1)

刘东旭 黄流兴 赵振华 胡立堂 司高华 叶远虑

原子能科学技术2024,Vol.58Issue(1):40-49,10.
原子能科学技术2024,Vol.58Issue(1):40-49,10.DOI:10.7538/yzk.2023.youxian.0182

Pu在膨润土层中的反应性迁移模拟研究(1)

Reactive Transport Modeling of Pu in Bentonite Layer(1)

刘东旭 1黄流兴 1赵振华 1胡立堂 2司高华 1叶远虑3

作者信息

  • 1. 西北核技术研究所,陕西西安 710024
  • 2. 北京师范大学水科学研究院,地下水污染控制与修复教育部工程研究中心,北京 100875
  • 3. 生态环境部核与辐射安全中心,北京 100082
  • 折叠

摘要

Abstract

A multi-barrier disposal concept for high-level radioactive waste in China includes Kerjian bentonite as an engineered barrier material.In the context of a relative-ly large spatiotemporal scale,it is essential to investigate the geochemical evolution of the groundwater-bentonite system as well as the geochemical transport of long-lived Pu.However,the effects of evolution processes of specific properties(e g.smectite,poros-ity and pH,etc.)on the long-term stability of bentonite buffer and the reactive trans-port of Pu are still open questions.In this paper,geochemical modeling of the evolution of groundwater and bentonite properties was carried out using TOUGHREACT in response to a hypothetical groundwater infiltration scenario,focusing on the site-specific engineered barrier system(EBS)designed to isolate the Pu migration for a long period of time.Specifically,a two-dimensional numerical model was developed based on the conceptual EBS model with a rectangular geometry,containing the waste body,the Kerjian bentonite barrier with a thickness of 1 m and the granite as the surrounding rock.More importantly,the spatiotemporal evolution of bentonite and groundwater properties(e.g.primary minerals,porosity,permeability,pH and ions)was examined to further evaluate the hydraulic and chemical barrier function of the bentonite.Specific results show that Kerjian bentonite takes about 20 years to fully saturate,which is con-sistent with the hydraulic evolution results of Kunigel-V1 bentonite.While there is very little illitization(i.e.the transformation of smectite into illite)in bentonite,a stronger dedolomitization takes place via the dissolution of dolomite and the precipitation of calcite.This dolomite alteration leads to a decrease in concentration of Ca2+,an increase in concentration of Mg2+and HCO3,a certain rise in pH with a weak alkaline evolution in groundwater.The absence of illitization process is beneficial to the EBS function over time,as illitization causes a loss of smectite and consequently reduces the swelling capacity of bentonite.Minimal changes in porosity and permeability of bentonite occur at less than 2%,indicating that the hydrodynamic properties of bentonite are well main-tained in the original state.In summary,these processes of geochemical evolution regarding groundwater-bentonite properties will be beneficial in maintaining the swelling capacity of bentonite and retarding the penetration of Pu along porous pathways within the bentonite layer.In addition,this investigation provides insightful information and understanding for reactive transport of Pu,which is of considerable importance as a reference for the safety assessment of geological disposal of high-level radioactive waste.

关键词

柯尔碱膨润土/地下水/演化/地球化学模拟/TOUGHREACT

Key words

Kerjian bentonite/groundwater/evolution/geochemical modeling/TOUGHREACT

分类

能源科技

引用本文复制引用

刘东旭,黄流兴,赵振华,胡立堂,司高华,叶远虑..Pu在膨润土层中的反应性迁移模拟研究(1)[J].原子能科学技术,2024,58(1):40-49,10.

基金项目

国家自然科学基金核技术创新联合基金(U2167211) (U2167211)

国家重点研发计划(2020YFC1806600) (2020YFC1806600)

乏燃料后处理科研专项(KY20009) (KY20009)

原子能科学技术

OA北大核心CSTPCD

1000-6931

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