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长江中下游水沙数值模拟研究
引用本文:施勇,栾震宇,胡四一.长江中下游水沙数值模拟研究[J].水科学进展,2005,16(6):840-848.
作者姓名:施勇  栾震宇  胡四一
作者单位:1.河海大学, 江苏, 南京, 210098;
基金项目:水利部科技创新项目(scx2002-15),水利部国科司资助~~
摘    要:根据长江中下游水沙运动特征,采用水动力学、河流动力学和数值模拟技术相结合的技术途径,建立了一、二维混合的非恒定流非均匀沙非平衡输沙的数学模拟模型,对长江中下游干流、河网区和洞庭湖水沙运动及其河床变形进行了数值模拟,并在水沙模拟的范围内着重对河网区内水沙动边界的处理、河网汊点分流分沙计算模式、动床阻力和河湖交换模式等问题进行了讨论,提出了解决问题的途径和技术处理方法.为了验证模型的适应性和有效性,采用1981年至1989年10年长江中下游水文资料对所建模型进行了检验,模拟结果较好地反映了长江中下游干流、河网区和洞庭湖水沙输运特征和河道冲淤的宏观效应.

关 键 词:长江中下游    水流泥沙    数值模拟
文章编号:1001-6791(2005)06-0840-09
收稿时间:2004-09-01
修稿时间:2004-11-02

Numerical modeling of flow-sediment transport in the middle-lower reach of the Yangtze River
SHI Yong,LUAN Zhen-yu,HU Si-yi.Numerical modeling of flow-sediment transport in the middle-lower reach of the Yangtze River[J].Advances in Water Science,2005,16(6):840-848.
Authors:SHI Yong  LUAN Zhen-yu  HU Si-yi
Affiliation:1.Hohai University, Nanjing 210098, China;2.Nanjing Hydraulic Research Institute, Nanjing 210029, China
Abstract:According to the characteristics of flow-sediment transport in the middle-lower reaches of the Yangtze River system,a numerical model is established with combination of the 1-D and 2-D unsteady flow and the sediment model to simulate the transport of the flow-sediment and the bed scouring silting processes of the middle-lower reaches of the Yangtze River,Dongting Lake and their network.Some relevant problems are discussed,including the moving-boundary in the network,the computation patterns of flow-sediment diversion at channel bifurcations,the moving riverbed resistance and the exchange pattern of water-sediment among the rivers and the lake.Based on the hydrologic and topographic data of the middle-lower reach of the Yangtze River,the model verification shows good results for the flow transport characteristics and the riverbed variation patterns for the middle-lower reaches of the Yangtze River,Dongting Lake and their network.
Keywords:middle-lower reach of Yangtze River  flow-sediment  numerical modeling
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