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关于一维非恒定流方程的差分格式、底摩擦项形式和数值稳定性的关系 被引量:3

On the Relations among the Difference Schemes, Bottom Friction Forms and the Numerical Stability for 1-d Unsteady Water Flow Equations
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摘要 本文分析了一维非恒定流方程的差分格式、底摩擦项形式和数值稳定性之间的各种关系,论证了:(a)在格式中加入底摩擦项并不一定提高稳定性;(b)非对称型格式和中心差分格式应采用不同形式的底摩擦项;(c)一维非恒定流方程的一阶迎风格式和矢通量分裂格式的线性稳定性条件。 It is analysed in this paper that the relations among the difference schemes, bottom friction forms and the numerical stability for unsteady water flow eqs. The authbr showed some important results as follows: (a) the numerical stability of a difference scheme can not always be improved by introducing a bottom friction item into it; (b) the bottom friction forms for a nonsymmetric numerical scheme must be different from that for a symmetrical one; (c) the stability criteria of the upwind schemes and the flux splitting schemes for 1-d unsteady water flow eqs.
作者 吴正
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 1990年第3期110-116,共7页 Chinese Journal of Hydrodynamics
关键词 非恒定流 差分格式 底摩擦项 difference schemes, upwind, schemes, flux splitting schemes, unsteady flow.
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参考文献4

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  • 3何少苓,王连祥,熊涛.平面二维不恒定流数值计算的若干经验[J]水利学报,1986(09). 被引量:1
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同被引文献18

  • 1吴正.低速混合型城市交通的流体力学模型[J].力学学报,1994,26(2):149-157. 被引量:69
  • 2PAYNE H J. FREFLO: A macroscopic simulation model of freeway traffic[J]. Transpn. Res. R, 1979, 772: 68-75. 被引量:1
  • 3KERNER B S. Synchronized flow as a new traffic phase and related problems for traffic flow modeling[J]. Math. and Comp. Modeling,2002, 35: 481-508. 被引量:1
  • 4KERNER B S, KONHAUSER P. Cluster effect in initially homogeneons traffic flow[J]. Phys. Rev. E,1993, 48: 2335-2338. 被引量:1
  • 5LEE H Y, LEE H W, KIM D. Origin of synchronized traffic flow on highways and its dynamic phase transitions[J]. Phys. Rev. Lett, 1998,81: 1130-1133. 被引量:1
  • 6OU Z H. Equilibrium functions of traffic flow[J]. Physica 2005,351: 620-636. 被引量:1
  • 7YI J, LIN H, ALVAREZ L, HOROWITZ R. Stability of macroscopic traffic flow modeling through wavefront expansion[J]. Transpn. Res. B, 2003,37: 661-679. 被引量:1
  • 8KERNER B S, REHBORN H. Experimental properties of complexity in traffic flow[J]. Phys. Rev. E, 1996,53: 4275-4278. 被引量:1
  • 9KERNER B S, REHBORN H. Experimental features and characteristics of traffic jams[J]. Phys. Rev. E, 1996,53: 1297-1300. 被引量:1
  • 10KERNER B S, REHBORN H. Experimental properties of phase transitions in traffic flow[J]. Phys. Rev. Lett, 1997, 79: 4030-4033. 被引量:1

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