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江垭碾压混凝土重力坝渗流特性分析
引用本文:朱岳明,匡峰,王锋.江垭碾压混凝土重力坝渗流特性分析[J].河海大学学报(自然科学版),2004,32(3):266-271.
作者姓名:朱岳明  匡峰  王锋
作者单位:河海大学水利水电工程学院,江苏,南京,210098;河海大学水利水电工程学院,江苏,南京,210098;河海大学水利水电工程学院,江苏,南京,210098
基金项目:教育部博士学科点基金项目(97029406),教育部骨干教师资助项目(教技司65 10),科技部中奥合作资助项目(2001 VI.B.1)
摘    要:运用固定网格的结点虚流量法、非均质成层材料单元、缝面无厚度平面单元等,对江垭碾压混凝土坝渗流场进行了建模与分析研究,在反演出坝体几种主要筑坝材料的渗透系数张量的基础上,再通过对多种典型工况的敏感性反馈计算,进一步研究江垭大坝渗流场的渗流特性和渗流场水头分布规律,进而提出碾压混凝土坝防渗与排水渗控方案设计的建议。

关 键 词:碾压混凝土重力坝  渗流场  有限单元法  非均质成层材料单元  缝面无厚度平面单元
文章编号:1000-1980(2004)03-0266-06
修稿时间:2004/11/11 0:00:00

Analysis of seepage characteristics of Jiangya roller compacted concrete gravity dam
ZHU Yue-ming,KUANG Feng,WANG Feng.Analysis of seepage characteristics of Jiangya roller compacted concrete gravity dam[J].Journal of Hohai University (Natural Sciences ),2004,32(3):266-271.
Authors:ZHU Yue-ming  KUANG Feng  WANG Feng
Abstract:By use of the node virtual discharge method and introduction of inhomogeneous stratified material elements and planar non-thickness elements, a numerical model is established for analysis of the seepage field of the Jiangya roller compacted concrete gravity dam. Based on the back-analysis of the tensor of permeability coefficients of several main materials of the dam and respective sensitive feedback calculations under several typical operation conditions, a study is made on the seepage characteristics about the distribution of the hydraulic heads and uplifts in the dam body and foundation, so as to verify the reasonability and effectiveness of the seepage control scheme.
Keywords:roller compacted concrete gravity dam  seepage field  finite element method  inhomogeneous stratified material element  planar non-thickness element
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