赖锡军,汪德爟. 非恒定水流的一维、二维耦合数值模型[J]. 水利水运工程学报, 2002, (2): 48-51.
引用本文: 赖锡军,汪德爟. 非恒定水流的一维、二维耦合数值模型[J]. 水利水运工程学报, 2002, (2): 48-51.
LAI Xi jun,WANG De guan. 1-D and 2-D coupling numerical model of unsteady flow[J]. Hydro-Science and Engineering, 2002, (2): 48-51.
Citation: LAI Xi jun,WANG De guan. 1-D and 2-D coupling numerical model of unsteady flow[J]. Hydro-Science and Engineering, 2002, (2): 48-51.

非恒定水流的一维、二维耦合数值模型

1-D and 2-D coupling numerical model of unsteady flow

  • 摘要: 从数值波在每一时间步长内传播的距离不超过Courant数个网格点的基础出发,采用时间滞后条件,构造了虚拟的重叠计算水域。利用重叠-投影法,在连接(点)处建立一、二维耦合模型,实现了由一维计算水域向二维计算水域的准确过渡。采用一、二维耦合模型和全一维模型对上海市淀南片河网的验证计算表明,一、二维耦合模型能较好地模拟非恒定水流,且具有一定的可靠性和实用性。

     

    Abstract: Based on the fact that the information propagation distance in one time step can not be greater than the length of N (Courant number) grids, a new approach, namely overlapping projecting method, is proposed using the time delayed boundary condition. According to the method, a coupling model is developed to join the calculation domains of 1 D and 2 D numerical models. Comparison of the calculation results of the coupling model with those of 1 D model shows that the coupling model can simulate unsteady flow with tributaries and is stable, reliable and practical.

     

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