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

Study on avoidance distance between deposition hole and water conducting fracture

LING Hui, LI Ya-Wei, CHEN Wei-Ming

表2 完整围岩不同渗透系数条件下处置单元对导水裂隙的安全避让距离对比

Table 2 Summary of the avoidance distance between deposition hole and water conducting fracture for different hydraulic conductivity of intact rock

渗透系数 累积概率 剂量约束值0.01 mSv/a时 安全避让距离/m 剂量约束值0.25 mSv/a时 安全避让距离/m 95% ≥7.96 ≥1.62 80% ≥0.41 ≥0.21 50% ≥0.12 ≥0.12