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交叉裂隙水流N-S方程有限元分析
引用本文:詹美礼 速宝玉. 交叉裂隙水流N-S方程有限元分析[J]. 水科学进展, 1997, 8(1): 1-8
作者姓名:詹美礼 速宝玉
作者单位:河海大学水力发电工程系, 南京210098
基金项目:国家“八五”攻关资助项目
摘    要:
运用有限元理论从N-S方程(Navier-Stokesequation)出发,研究了交叉裂隙水流的基本特征.通过有限元计算结果与传统网络水力学算法及实验成果的对比分析,论述了在裂隙渗流分析中,传统网络计算方法的近似程度完全能为工程要求所接受.网络裂隙渗流分析计算时,不必再单独考虑裂隙水的偏流问题.

关 键 词:交叉裂隙   N-S方程   有限元分析   网络水力学   裂隙渗流   偏流效应
收稿时间:1995-07-31

Finite Element Analysis of N-S Equation of Intersection Fissure Flow
Zhan Meili,Su Baoyu. Finite Element Analysis of N-S Equation of Intersection Fissure Flow[J]. Advances in Water Science, 1997, 8(1): 1-8
Authors:Zhan Meili  Su Baoyu
Affiliation:Hohai University, Depart. Hydroelectric Engineering, Nanjing 210098
Abstract:
In this paper the behavior of intersection fissure flow is studied using finite element method to solve Navior-takes Equation.Comparing the result of finite element method with that of conventional network hydraulics method and experiment results,it is demonstrated that the accuracy of conventional network method in analysis of rock seepage completely satisify the requirement of engineering accuracy.When analyzing and calculating the network rock seepage,it is not requisite to separately consider the deflection flow problem of crevice water.
Keywords:intersection fissure  N-equation  finite element analysis  network hydraulics  rock seepage  deflection flow effect  
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