深厚覆盖层上高面板坝防渗体系设计研究  

Study on the Design of Seepage Control System for High Face Rockfill Dam on Deep Overburden Layer

作　　者：刘娟[1] 马耀[2] 

机构地区：[1]中国水电工程顾问集团公司,北京100011 [2]中国水电顾问集团成都勘测设计研究院,四川成都610072

出　　处：《水力发电》2008年第8期81-83,113,共4页Water Power

摘　　要：初步介绍了目前国内外深厚覆盖层上建造面板堆石坝的发展状况,针对多诺、察汗乌苏、那兰3座在建、已建的坝高超过100m的深厚覆盖层上的面板堆石坝的防渗体系设计情况进行对比研究,总结目前国内深厚覆盖层上高面板堆石坝防渗体系设计方法及关键技术要点以及常用的方案设计研究方法,提出防渗体系设计中应考虑的影响因素。This paper gives a brief introduction to the present development situation of the construction of faced roekfill dams on deep overburden layer both at home and abroad. Based on the comparison and analysis of the design of flood control systems of three high face rockfill dams of Duonuo, Chahanwusu （exsisting）, Nalan （under construction） dams, each with a height of over 1130 meters and constructed on the overburden layer, this paper also sums up the design methods, key technologies and common scheme design which are adopted in the design of seepage control system for high face rockfill dams on the deep overburden layer in China, and then it also puts forward some affecting factors that should be taken into account in the design of seepage control system.

关 键 词：深厚覆盖层 防渗体系 设计研究 面板堆石坝 

分 类 号：TV641.43[水利工程—水利水电工程]