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浙江大学学报(工学版)
J4  2013, Vol. 47 Issue (11): 1945-1950    DOI: 10.3785/j.issn.1008-973X.2013.11.009
土木工程     
含水工构筑物的山区河流二维流场数值模拟
陈一帆1,2,程伟平1,蒋建群1,钱镜林2
1.浙江大学 水工结构与水环境研究所,浙江 杭州 310058；2.浙江省水利河口研究院,浙江 杭州 310020
Simulation of two-dimensional flow field in mountain rivers under cascade hydraulic structures
CHEN Yi-fan1,2, CHENG Wei-ping1, JIANG Jian-qun1, QIAN Jing-lin2
1. Department of Hydraulic Structures and Water Environment Research, Zhejiang University, Hangzhou 310058, China;
2. Zhejiang Institute of Hydraulic & Estuary, Hangzhou 310020, China
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摘要：

为了耦合水工构筑物（堰,坝等）与山区河流平面二维流场,基于三角形网格有限体积法,建立一个将水工构筑物作为内边界条件的平面二维洪水演进模型,并利用好溪江梯级电站河道段的地形和水文监测资料对此模型进行验证.模拟结果表明：该模型可以有效模拟水工构筑物的过流,具有良好看数值稳定性和计算精度.
Abstract:

A model was developed, which coupled hydraulic structures  and two-dimensional flow filed to do numerical simulations. It took hydraulic structures as inner boundary conditions and used the finite volume method to simulate 2D flow field based on 2D triangular mesh system. This model was applied to a real case of Haoxi River with cascade hydropower stations to test computational stability and accuracy. The simulation results indicate that this model can effectively stmulate overcurrent of hydraulic structures with good numerical stability and accuracy.
出版日期: 2013-11-01
:  TV 122  
基金资助:

水体污染控制与治理国家科技重大专项资助项目（2008ZX07421-006）；浙江省重大科技专项重点社会发展资助项目（2009C13011）.
通讯作者: 程伟平，男，副教授.     E-mail: chengweiping@zju.edu.cn
作者简介: 陈一帆(1987-)，男，博士生，从事水力学与河流动力学等方向研究. E-mail: cyfald@163.com
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引用本文:

陈一帆,程伟平,蒋建群,钱镜林. 含水工构筑物的山区河流二维流场数值模拟[J]. J4, 2013, 47(11): 1945-1950.

CHEN Yi-fan, CHENG Wei-ping, JIANG Jian-qun, QIAN Jing-lin. Simulation of two-dimensional flow field in mountain rivers under cascade hydraulic structures. J4, 2013, 47(11): 1945-1950.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2013.11.009    或    http://www.zjujournals.com/eng/CN/Y2013/V47/I11/1945

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