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长江中游微弯分汊河道水流数学模型研究及应用
引用本文:丁杰华,袁晶,刘江.长江中游微弯分汊河道水流数学模型研究及应用[J].科学技术与工程,2007,7(17):4387-4391.
作者姓名:丁杰华  袁晶  刘江
作者单位:1. 中南电力设计院,武汉,430071
2. 长江水利委员会水文局,武汉,430010
摘    要:采用有限体积法,针对微弯分汊河段复杂的水流运动特点,建立了正交曲线坐标下的平面二维水流数学模型。以长江中游马家咀河段为例,进行了水面线、断面流速分布等的验证计算,验证结果与实际符合较好,表明该模型能准确模拟该河段水流运动规律,不仅可以用于该河段复杂水流运动规律的模拟,对其他类似河段数值模拟亦具有借鉴意义。

关 键 词:长江  分汊河道  数值模拟  有限体积法
文章编号:1671-1819(2007)17-4387-05
修稿时间:2007-04-25

2-D Flow Mathematical Model and Its Application for the Typical Multi-branched Meandering Reach in Mid-down Yangtze River
DING Jie-hu,YUAN Jing,LIU Jiang.2-D Flow Mathematical Model and Its Application for the Typical Multi-branched Meandering Reach in Mid-down Yangtze River[J].Science Technology and Engineering,2007,7(17):4387-4391.
Authors:DING Jie-hu  YUAN Jing  LIU Jiang
Institution:Central Southern Electric Power Design Institute, Wuhan 430071, P.R. China; 1 Bureau of hydrology, Changjiang River Water Resources Commission , Wuhau 430071, P.R. China
Abstract:Using the finite volume method, a plane 2-D flow mathematical model under the body-fitted coordinate system is established. Taking example for Shashi reach in the middle of Yangtze River, the computation results show the good agreement with the measuring data of the current velocity, water level. The model can not only be used to simulate flow movement in this complex reach, but also be practical and helpful in the research on other multi-branched meandering reach in the middle of Yangtze River.
Keywords:Yangtze River bifurcated channel numerical model FVM
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