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坡面流格子Boltzmann方法與Preissmann隱式差分法模擬
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國家自然科學基金資助項目(41301037)、江蘇省高校自然科學基礎研究資助項目(11KJB170008)和水利部公益性行業(yè)專項資助項目(201301040)


Comparison of Lattice Boltzmann Method and Preissmann Implicit Difference Method in Application to Overland Flow
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    摘要:

    以D1Q5速度模型為例,時間多尺度分析為手段通過待定系數(shù)法來確定平衡態(tài)分布函數(shù),將格子Boltzmann方法應用于坡面流運動方程;通過理想算例,以解析解為標準,比較了格子Boltzmann方法與應用廣泛的Preissmann 4點隱式差分法的計算精度。研究表明,對于模擬坡腳斷面水深和單寬流量過程,格子Boltzmann方法的D1Q5模型的計算精度高于Preissmann 4點隱式差分法,尤其在退水階段。對于達到平衡時間之前的坡面水深和坡面單寬流量,格子Boltzmann方法的D1Q5模型的計算精度也高于Preissmann 4點隱式差分法。但對于達到平衡時間之后的坡面水深和坡面單寬流量,格子Boltzmann方法的D1Q5模型在x=1 m點上出現(xiàn)了較大的相對誤差,計算精度遜于Preissmann 4點隱式差分法。將格子Boltzmann方法應用于坡面流運動時,弛豫時間選擇范圍以[1,1.2] s為宜。

    Abstract:

    Lattice Boltzmann method is applied extensively in the field of fluid motion for concise programming, parallel computing, and dealing with complex geometrical boundary easily and so on. As the main force of soil water erosion process, accurate simulation of the process of overland flow has important significance for analyzing the mechanism of slope erosion and building the physical process of soil erosion model. However, there is less research on the application of the lattice Boltzmann method to overland flow at present. In this paper, lattice Boltzmann method with D1Q5 velocity model is applied in motion equation of overland flow, in which, only time is considered in the process of multiple scales, and undetermined coefficient method is adopted to determine the equilibrium distribution function by means of multi-scale analysis. And then using analytical solution as a standard, lattice Boltzmann method and Preissmann four-point implicit scheme method are compared through ideal numerical example. The results indicate that the calculation precision of lattice Boltzmann method using D1Q5 velocity model is higher than that of Preissmann four-point implicit scheme method in simulating the variations of water depth and discharge per unit width at the bottom of slope, especially in the stage of recession flow, and in describing the distribution of water depth and discharge per unit width along the slope length before equilibrium time. But after equilibrium time, the calculation precision of lattice Boltzmann method using D1Q5 velocity model is lower in calculating the distribution of water depth and discharge per unit width along the slope length because at the point of x=1 m, a large relative error occurs. The relaxation time is recommended to be taken in [1, 1.2] s when lattice Boltzmann method is applied to solve the motion equation of overland flow.

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張小娜,馮杰,張東輝,劉寧寧.坡面流格子Boltzmann方法與Preissmann隱式差分法模擬[J].農業(yè)機械學報,2014,45(10):132-139. Zhang Xiaona, Feng Jie, Zhang Donghui, Liu Ningning. Comparison of Lattice Boltzmann Method and Preissmann Implicit Difference Method in Application to Overland Flow[J]. Transactions of the Chinese Society for Agricultural Machinery,2014,45(10):132-139.

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  • 收稿日期:2013-11-28
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  • 在線發(fā)布日期: 2014-10-10
  • 出版日期: 2014-10-10