高侧渗条件下大型渠道边坡渗控措施研究  

Research on Seepage Control Effect of Seepage-prevention Wall in Large Scale Channel Slope under High Lateral Seepage

作　　者：王立鹏[1] 陈海军[1,2] 吴月龙 

机构地区：[1]南京水利科学研究院,南京210024 [2]江苏南水土建工程公司,南京210029

出　　处：《南水北调与水利科技》2009年第6期145-147,共3页South-to-North Water Transfers and Water Science & Technology

基　　金："十一五"国家科技支撑计划项目"大型渠道设计与施工技术研究"(2006BAB04A02)

摘　　要：江河堤防必须考虑河水涨落的非稳定渗流计算来设计最经济可靠的渗控措施。现结合工程实际情况,考虑洪峰水位,拟对15m深水泥土截渗墙截渗为主,辅以反虑层保护出口的方案,研究高侧渗条件下方案的渗控效果。The most economical and reliable seepage control measures of the river levee should be designed with the consideration of unsteady seepage because of the water fluctuation.Taking the real project situation as a background,and considering the peak flood level,the seepage control effects of the program under the condition of high lateral seepage was studied,which took the 15 meter deep cement cut-off wall as the main method,at the same time the export was protected by the invert filter layer.

关 键 词：非饱和土 渗流分析 截渗墙 反滤层 渗控效果 

分 类 号：TU441.3[建筑科学—岩土工程]