旁多水利工程大坝左岸基岩防渗设计  

Seepage prevention design of dam bedrock on left bank of Pangduo hydraulic project

作　　者：郭建业[1] 刘涛[1] 石亮亮[1] 王宝忠[1] 

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

出　　处：《东北水利水电》2014年第8期1-3,5,共4页Water Resources & Hydropower of Northeast China

摘　　要：文章首先根据大坝左岸基岩工程地质条件,拟定了三种不同的防渗设计方案进行对比,并通过技术经济比较选定推荐方案,随后针对选定方案进行渗流计算,分析大坝左岸渗漏量以及总体渗漏量,为大坝左岸基岩防渗设计方案的确定提供依据。Based on geological engineering condition of dam bedrock on left bank, the paper drafts and compares three different seepage prevention plans, selects recommend plan through technique and economic comparison,analyzes leakage amount of left bank and leakage total amount of the plan selected, provides a basis for determination of seepage prevention design plan for bedrock on left bank of Pangduo hydraulic project.

关 键 词：深厚覆盖层 基岩 防渗设计 

分 类 号：TV223[水利工程—水工结构工程]