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处置单元与导水裂隙的安全避让距离研究

凌辉, 李亚伟, 陈伟明. 2024. 处置单元与导水裂隙的安全避让距离研究. 物探与化探, 48(6): 1553-1558. doi: 10.11720/wtyht.2024.0040
引用本文: 凌辉, 李亚伟, 陈伟明. 2024. 处置单元与导水裂隙的安全避让距离研究. 物探与化探, 48(6): 1553-1558. doi: 10.11720/wtyht.2024.0040
LING Hui, LI Ya-Wei, CHEN Wei-Ming. 2024. Study on avoidance distance between deposition hole and water conducting fracture. Geophysical and Geochemical Exploration, 48(6): 1553-1558. doi: 10.11720/wtyht.2024.0040
Citation: LING Hui, LI Ya-Wei, CHEN Wei-Ming. 2024. Study on avoidance distance between deposition hole and water conducting fracture. Geophysical and Geochemical Exploration, 48(6): 1553-1558. doi: 10.11720/wtyht.2024.0040

处置单元与导水裂隙的安全避让距离研究

  • 基金项目:

    国防科工局核设施退役与放射性废物治理专项(科工二司[2020]194号)、核能开发科研项目(HNKF202210(24))

详细信息
    作者简介: 凌辉(1986-), 男, 江西靖安人, 博士, 高级工程师, 主要从事高放废物地质处置安全评价研究工作。Email:lhui1986@126.com
  • 中图分类号: TL942

Study on avoidance distance between deposition hole and water conducting fracture

  • 界定处置单元与导水裂隙的安全避让距离是评价高放废物处置库场址适宜性的重要基础, 也是设计高放废物处置库的关键内容之一。本文以北山地下实验室所在的新场场址作为高放废物处置库的参考场址, 采用国际通用的安全评价软件GoldSim, 建立了处置库关闭后放射性核素迁移的计算模型, 并利用蒙特卡罗随机模拟方法初步分析了处置单元与完整围岩中导水裂隙的安全避让距离。结果表明, 在现有场址认识条件下(研究区80%的花岗岩岩体渗透系数小于1.0×10-9 m/s), 当导水裂隙渗透系数设为1.0×10-6 m/s时, 其与处置单元的安全避让距离不大于0.5 m; 场址花岗岩围岩渗透系数越小, 对应的安全避让距离相应越小。处置单元对导水裂隙安全避让距离的研究结果可为高放废物处置库选址及其设计提供参考。
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出版历程
收稿日期:  2024-01-28
修回日期:  2024-08-27

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