摘要
针对露天矿山高边坡地下水渗流场的特点，通过对等效连续介质渗流运动方程中水压力传导系数的剖析和现场疏于工程实践总结，提出了有实用价值的边坡水压流干工程设计方法。
In view of the underground water Seepage flow charcter. by analyzing the physical sense of water pressure conducting meffcient in the seepage now movement equation of the equivalant and continuous medium and on the basis of summary of the field drainage engineering practice, a desten metthe with a practical value for the water pressure drainage popect of slope has been put forward.
关键词
连续介质模型
导压系数
边坡
渗流
地下水
Continuous medium model, Pressure guidance coefficient, Drainage and pressure reduction
