首页 | 本学科首页   官方微博 | 高级检索  
     

水布垭水利枢纽三维渗流场有限元分析
引用本文:谢红,张家发,吴昌瑜,张伟.水布垭水利枢纽三维渗流场有限元分析[J].长江科学院院报,1999,16(1):37-41.
作者姓名:谢红  张家发  吴昌瑜  张伟
作者单位:土工研究
摘    要: 通过数值模拟分析了心墙堆石坝坝体、坝基和两岸山体的渗流分布规律和防渗帷幕的作用效果,以及坝体、坝基渗透参数变化和不同运行工况等因素对渗流场的影响;结合有关渗透稳定性试验成果,对坝体及坝基的渗流状态作了初步的分析和评价,提出了相应的渗流控制措施。

关 键 词:心墙堆石坝    防渗帷幕    浸润面    地下水位    渗流控制
修稿时间:: 1998-07-10

Three Dimensional Finite Element Analysis for Seepage Field at Shui buya Project
Xie Hong,Zhang Jiafa,Wu Changyu,Zhang Wei.Three Dimensional Finite Element Analysis for Seepage Field at Shui buya Project[J].Journal of Yangtze River Scientific Research Institute,1999,16(1):37-41.
Authors:Xie Hong  Zhang Jiafa  Wu Changyu  Zhang Wei
Abstract:The law of the seepage distributions and the effects of the seepage proof curtain inside the core rock filled dam,foundation and the rock of the hills on both sides of the river,the change of permeability coefficient inside the dam and its foundation and the influence of different working conditions on the seepage field are analyzed by means of finite element numerical simulation.Preliminary analysis and assessment of the seepage status inside the dam and its foundation are made with the reference of seepage stability test results and some suggestions about measures of seepage control are also put forward.
Keywords:core wall rock filled dam  seepage proof curtain  phreatic surface  underground water level  seepage control  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《长江科学院院报》浏览原始摘要信息
点击此处可从《长江科学院院报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号