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弯道水流的三维解法
引用本文:王平义 方铎. 弯道水流的三维解法[J]. 水利学报, 1994, 0(2): 57-64
作者姓名:王平义 方铎
作者单位:成都科学技术大学
摘    要:本文提出分区域研究弯曲河道水流动特性的概念,在此基础上,从N-S方程出发,对弯曲河道分凸岸和凹岸两个区域分别建立三个维水流速计算模型,并采用摄动法对模型进行了求解,经美国原型观测资料验证,表明模型精度较高,结果令人满意。

关 键 词:弯曲河道 水流模型 三维解法

Solution of 3 -dimensional flow model in channel bends
Wang Pingyi, Fang Don, Cai Jinde, Wu Chigong. Solution of 3 -dimensional flow model in channel bends[J]. Journal of Hydraulic Engineering, 1994, 0(2): 57-64
Authors:Wang Pingyi   Fang Don   Cai Jinde   Wu Chigong
Affiliation:Chengdu University of Science and Technology
Abstract:A new method of investigating flow characteristics in channel bends is described inthis paper. The channel to be investigated is divided into a number of regions, then,the three dimensional models for calculating flow velocity in the inner bank region andouter bank region are established separately based on the N-S equation. The solutionof these models can be obtained by using perturbation method. The calculation resultsof the new method agree well with the field data observed in the Fall River, in U.S.A..
Keywords:channel bends   flow model   inner bank region   outer bank region  perturbation method.  
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