太原理工大学学报2013，Vol.44Issue(4)：539-542,4.
基于Fluent的具有防渗墙堤基的渗流场数值模拟分析
Flueut-based Numerical Simulation Analysis on the Dike Foundation Seepage Field with the Diaphragm Wall
摘要
Abstract
The seepage stability is one of the key problems of embankment engineering.To realize the numerical simulation of real two-dimensional seepage field in river levee with diaphragm wall,the finite volume Fluent numerical simulation software and porous medium model were adopted to solve the seepage field of levee foundation,and then to anlyze the seepage field under the condition of single diaphragm wall seepage control measures.The results show that with the increase of the depth of the diaphragm wall,the seepage control effect on the river levee is obvious but not unlimited,which could be a basis for levee seepage calculation and the depth of reasonable waterproof wall needed by engineering.关键词
堤基/防渗墙/渗流场/数值模拟/CFDKey words
the dam foundation / diaphragm wall / seepage field / the numerical simulation/ CFD分类
建筑与水利引用本文复制引用
张瑜,李治勤..基于Fluent的具有防渗墙堤基的渗流场数值模拟分析[J].太原理工大学学报,2013,44(4):539-542,4.基金项目
山西省自然科学基金资助项目(2008011054) （2008011054）
