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

图1 研究区完整围岩200~600 m段渗透系数分布

Fig.1 Hydraulic conductivity distribution of intact rock at a depth of 200~600 m