摘要
本文论述了用改进排水子结构法精细地求解地下厂房区复杂渗流场的方法,突出地介绍了对厂房、排水廊道及排水孔等孔洞内边界上渗流状态的数学模拟方法最后以大朝山水电站工程为例对渗流场进行了求解.
Based on the numerical method of nodal virtual seepage flux which can solve free surface seepage now problem with a fixed mesh, the authors present the improved drainage substructure technique in this paper, The technique is suitable to emulate the seepage behaviour of relief holes intersecting or not intersecting the free surface and to solve the complicated seepage field in surrounding rock mass of underground power station openings. The analysis of the complicated seepage field in the area of the openings and structures of the underground power station of Dachaoshan is illustrated.
出处
《水利学报》
EI
CSCD
北大核心
1996年第9期79-85,共7页
Journal of Hydraulic Engineering
基金
国家教委优秀年轻教师基金
国家自然科学基金
水利技术开发基金
水利水电科学基金
关键词
渗流场
排水孔
自由面
排水子结构
地下厂房
field of seepage flow, draining relief hole, free surface, substructurs of drainage, openinges and structures of underground power station.