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黄河下游河道水沙运动仿真模型的开发研究
引用本文:程晓陶,薛云鹏,黄金池.黄河下游河道水沙运动仿真模型的开发研究[J].水利学报,1998,29(5):0012-0018.
作者姓名:程晓陶  薛云鹏  黄金池
作者单位:中国水科院;黄河水利委员会河务局;中国水科院
摘    要:介绍黄河下游宽浅河段汛期水沙运动仿真模型建立在二维不恒定流与不平衡输沙理论的基础上,采用无结构不规则网络,结合了有限差分法和有限体积法的优点,能较充分地反映滩区、生产堤与滩槽冲淤变化对洪水演进的显著影响,并具有实时动态图象显示和人机对话功能。

关 键 词:二维不恒定流  水沙运动仿真

2-Dsimulation model of flood routing and sediment transport in the lower reach of the Yellow River
Cheng Xiaotao,Huang Jinchi,Xue Yunpeng.2-Dsimulation model of flood routing and sediment transport in the lower reach of the Yellow River[J].Journal of Hydraulic Engineering,1998,29(5):0012-0018.
Authors:Cheng Xiaotao  Huang Jinchi  Xue Yunpeng
Affiliation:1.China Institute of Water Resources and Hydropower Research; 2.River Bureau of the Water Resources Committee of the Yellow River
Abstract:Based on the theory of unsteady flow and non-equilibrium sediment transport, a 2-D simulation model of flood routing and sediment transport in the lower reach of the Yellow River has been developed. The model is built by non-structural irregular grids, combining with finite difference and finite volume methods, in which the significant influences of overbank storage, local leve and scouring (silting) in the process of flood propagation can be well considered.
Keywords:2-D unsteady flow  flood routing  sediment transport  simulation
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