某水电站坝肩高边坡渗流场分析  

Seepage Fields Analysis of High Slope on a Dam Shoulder in a Hydropower Station

作　　者：李建明[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,四川成都610072

出　　处：《河北理工大学学报（自然科学版）》2011年第2期155-160,共6页Journal of Hebei Polytechnic University:Social Science Edition

摘　　要：介绍了边坡地下水渗流场分析的一些关键因素及其数值模拟基本原理,然后以某拟建水电站坝肩高边坡为例,系统阐述了模型的建立过程,并利用钻孔中的地下水监测资料检验渗流模型。结果证明此模型的建立符合工程实际,进而模拟拟建水电站正常蓄水状况下,坝肩边坡地下水位基本特征及其动态变化规律,从而为拟建水电站的建设提供一定指导意义,亦是对边坡地下水渗流场三维分析的有意补充。In this article,some key aspects of seepage fields and its simulation basic principle along slope ground water was introduced,then,a high slope on a dam shoulder of a hydroelectric power is taken as an example,and systematically elaborated the model establishment process,and using drill hole ground water monitor material to test this seepage model.The result proved that the establishment model conforms to the project reality,then,simulating under the condition of normally storing water about this hydroelectric power station,groundwater level characteristic of dam shoulder slope and its dynamic change rule,Thus,for the planing hydroelectric power station,which could be certain guiding significance,and which is also an useful supplement for slopes seepage field three dimensional analysis.

关 键 词：渗流场 坝肩高边坡 渗流模型 动态变化规律 

分 类 号：TV736[水利工程—水利水电工程]