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刘沛清, 邓学蓥. 明渠中跌坎后突扩分离流数值研究[J]. 力学学报, 1998, 30(1): 9-19. DOI: 10.6052/0459-1879-1998-1-1995-092
引用本文: 刘沛清, 邓学蓥. 明渠中跌坎后突扩分离流数值研究[J]. 力学学报, 1998, 30(1): 9-19. DOI: 10.6052/0459-1879-1998-1-1995-092
NUMERICAL SOLUTION OF BACKWARD-STEP SEPARATION FLOW IN OPEN CHANNEL 1)[J]. Chinese Journal of Theoretical and Applied Mechanics, 1998, 30(1): 9-19. DOI: 10.6052/0459-1879-1998-1-1995-092
Citation: NUMERICAL SOLUTION OF BACKWARD-STEP SEPARATION FLOW IN OPEN CHANNEL 1)[J]. Chinese Journal of Theoretical and Applied Mechanics, 1998, 30(1): 9-19. DOI: 10.6052/0459-1879-1998-1-1995-092

明渠中跌坎后突扩分离流数值研究

NUMERICAL SOLUTION OF BACKWARD-STEP SEPARATION FLOW IN OPEN CHANNEL 1)

  • 摘要: 利用大涡模拟技术,对明渠中跌坎后的二维突扩分离流结构进行了数值模拟,探讨了这类典型分离流各特征区的流动性质,分析了再附区壁面上不同测点处脉动压力的统计特征,并与试验结果进行了比较.在数值模拟中,采用了弱压缩流的控制方程和非均匀网格系统.

     

    Abstract: By use of the large-eddy simulation, numerical solutions of two-dimensional backward-step separation flows in open channels are obtained. The behavior in different regions for step-induced separation flow and statistical characteristics for fluctuation pressure on the wall within the reattachment zone is investigated. The results obtained are compared with the experimental values. A weakly compressible flow model and a non-uniform grid are used in this paper. The calculated results show that the method of t...

     

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