表面张力对坡面薄层水流临界雷诺数的影响
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长江学者和创新团队发展计划项目"黄土坡地坡面流产沙过程及模拟"(IRT0966)


Effects of Capillary Force on Critical Reynolds Number of Thin Sheet Flow on Slope Surface
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    摘要:

    [目的] 探究坡面薄层水流流态判别时表面张力的作用。[方法] 采用比较作用力大小的理论方法。在比较表面张力(未降雨条件下)在运动方向上的所体现的表面波阻力与黏滞力大小的基础上,基于相关文献试验及数值模拟结果,分析波长、波高与水深的定量关系。[结果] (1)层紊流判别临界雷诺数与弗劳德数、滚波波长、波高有关。(2)滚波发生条件(Fr ≥2),坡面薄层水流临界雷诺数大于明渠水流临界雷诺数。[结论] 滚波发生后坡面薄层水流临界雷诺数最大值为明渠水流的1.1875倍。

    Abstract:

    [Objective] For studing the function of surface tension which be used for distinguishing laminar flow or turbulent flow of thin sheet flow on slope surface.[Methods] The theoretical method of comparing acting force was adopted. Upon the basis of comparison between resistance of surface waves which embodies the surface tension(no rain) in the direction of motion, and viscous force, the quantitative relationships among wave length, wave height and depth of water were analyzed with reference to the data from test and numerical simulation results in the related literatures.[Results] (1) The critical Reynolds number used to distinguishing laminar flow or turbulent flow depended on Froude number(Fr), roll wave length and wave height; (2) In roll wave occurrence condition (Fr ≥2), the critical Reynolds number of thin sheet flow on slope surface was bigger than open channel flow.[Conclusion] The maximum of critical Reynolds number of the thin sheet flow on slope surface after roll wave occurred was 1.187 5 times of the corresponding value of open channel.

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孙三祥,雷鹏帅,张云霞,武金明.表面张力对坡面薄层水流临界雷诺数的影响[J].水土保持通报,2015,35(2):179-181

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  • 收稿日期:2014-10-18
  • 最后修改日期:2014-12-26
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  • 在线发布日期: 2016-04-05
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