浅析防渗排水复合体在泰州引江河二期工程砂性土段排泥场中的应用  

Initial analysis on application of seepage control and drainage composite in Taizhou Yinjiang River phase II project sandy soil segment of mud-dumping yard

作　　者：别学清[1] 熊佩中 

机构地区：[1]江苏省工程勘测研究院有限公司,江苏扬州225002 [2]盐城市河海工程建设监理中心,江苏盐城224002

出　　处：《江苏水利》2016年第2期39-41,共3页Jiangsu Water Resources

摘　　要：泰州引江河二期工程存在多处河坡和围堰坡脚渗流不稳定,本文分步骤详述了将防渗排水复合体应用于泰州引江河二期工程砂性土段排泥场的实施过程,分析监测效果,说明边坡防渗排水复合体在保证围堰渗流稳定性方面的重要作用。There is several river slope and toe of cofferdam slope seepage instability in Taizhou Yinjiang River phase II project. Construction process of seepage control and drainage composite applied in Taizhou Yinjiang River phase II project sandy soil segment of mud-dumping yard is amplified by steps in this article. Monitor results is analyzed, which show that seepage control and drainage composite of slope plays an important role in seepage stability of cofferdam.

关 键 词：泰州引江河 防渗排水复合体 渗流稳定 排泥场 砂性土段 围堰 水头高度 

分 类 号：TV551.3[水利工程—水利水电工程]