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混合有限分析法在桥墩水流数值模拟中的应用
引用本文:方神光,黄胜伟,崔丽琴.混合有限分析法在桥墩水流数值模拟中的应用[J].人民长江,2010,41(7):75-78.
作者姓名:方神光  黄胜伟  崔丽琴
作者单位:珠江水利委员会,珠江水利科学研究院,广东,广州,510611
摘    要:在河道管理范围内布置桥墩时,较为关注桥墩对壅水和流态的影响,以柳州市局部柳江河道和拟建的维义大桥为例,分别建立大范围的河道和桥墩局部二维水动力数学模型,采用混合有限分析法进行了计算和求解。结果分析表明,维义桥的建设使局部河道产生壅水现象并对河势存在一定的影响。同时也证实了该方法在工程实际应用中的准确性和有效性。

关 键 词:混合有限分析法  二维水流数学模型  桥墩  壅水

Application of mixed finite element method in numerical simulation of influence of bridge piers on flow
FANG Shenguang,HUANG Shengwei,CUI Liqin.Application of mixed finite element method in numerical simulation of influence of bridge piers on flow[J].Yangtze River,2010,41(7):75-78.
Authors:FANG Shenguang  HUANG Shengwei  CUI Liqin
Affiliation:FANG Shenguang,HUANG Shengwei,CUI Liqin(Pearl River Water Resources Scientific Research Institute,Pearl River Water Resources Commission,Guangzhou 510611,China)
Abstract:The influence of bridge piers on backwater and flow pattern is focused in river management,therefore,taking the proposed Weiyi Bridge and local reach of Liujiang River in Liuzhou City as an example,we established 2D flow mathematical model of river channel in large scale and local model of bridge pier in small scale respectively which was calculated and solved by mixed finite element method.The results show that the construction of Weiyi Bridge would affect backwater and river regime of local river channel ...
Keywords:mixed finite element method  2D flow mathematical model  bridge piers  backwater  
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