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基于局部冲刷的海底管道周围流动结构分析

Analysis on Flow Structure around a Submarine Pipeline for Study of Local Scour
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摘要 基于N-S方程和泥沙输运方程,采用k-ε模型和SGS涡黏性模型为紊流传输模型;利用有限差分法进行求解,模拟的结果同Mao的试验值吻合良好。对不同管径影响的冲淤情况和流动结构做进一步模拟分析,得到了局部冲刷公式。k-ε模型和SGS模型的模拟结果表明,k-ε模型对于剪切应力的预测更具优越性。 The numerical model is based on the finite difference method of the Navier-Stokes equations and sediment transportation equations with the standard k-εan-d Smagorinsky' s subgrid scale (SGS) turbulence models.The calculated results agree well with Mao' s experimental data.Furthermore,erosion and deposition conditions and flow structures under different diameters were intensively investigated,and a local scour formula was obtained.k-ε model and SGS model results showed that k-ε model reflect its superiority on the shear stress.
出处 《科学技术与工程》 北大核心 2015年第1期8-17,共10页 Science Technology and Engineering
基金 天津大学水利工程仿真与安全国家重点实验室开放基金资助项目(HESS-1401) 国家自然科学基金项目(51279124) 国家海洋局南海分局海洋科学技术局长基金项目(1417)资助
关键词 k-ε模型 SGS模型 海底管道 局部冲刷 流动结构 k-ε model SGS model submarine pipeline local scour flow structure
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参考文献25

  • 1陶慧刚,张效龙.沙波区海底电缆的埋设[J].海岸工程,2005,24(4):48-52. 被引量:4
  • 2张效龙,徐家声,陶慧刚.中国海海底沙波对海缆埋设施工的影响分析[J].海岸工程,2006,25(3):39-43. 被引量:8
  • 3Denlinger R P, Iverson R M. Flow of variably fluidized masses across three dimensional terrain: 2. numerical predictions and experimental tests. Journal of Geophysical Research, 2001 , 106 (B1) : 553-566I lansen E A, Fredne J, Mao Ye. Two-dinensional scour below pipe- li|lts. Proceedings of 5th International Symposium on Offshnre Me- 'hanies and Arctic' Engineering, ASME, Tokvo Japan, 1986, 3 : 67078.
  • 4Mao Y. The interaction between a pipeline and an erodible bed. Den- mark: Technical University of Denmark, 1986.
  • 5Leeuwenstein W, Wind H G. The computation of bed shear in a nu- merieal model. Proceedings of 19th Conferenee on Coastal Engineer- ing, Houston, Texas, 1984, (19): 1685-1702.
  • 6Li F, Cheng L. Numerical simulation of pipeline local scour with lee- wake effects. International Journal of Offshore and Polar Engineering, 2000, 10(3) : 195-199.
  • 7Liang D, Cheng L. Numerical modeling of flow and scour below a pipeline in currents. Part I. flow sinmlation. Coastal Engineering, 2005, 52( 1 ) : 25-42.
  • 8Liang D, Cheng L, Li F. Numerical modeling of flow and scour below a pipeline in currents. Part II. scour simulation. Coastal Engineer- ing, 2005, 52(1):43-62.
  • 9Dey S, Singh N P. Clear-water scour depth below underwater pipe- lines. Journal of Hydro-environment Research, 2007, 1 (2): 157-162.
  • 10Zhao M, Cheng L. Numerical modeling of local scour below a piggy- back pipeline in currents. Journal of Hydraulic: Engineering, 2008 , 134(10) : 1452-1463.

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