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Briefing: Hydraulic jump in arbitrary prismatic channel

机译:简报:任意棱柱形通道中的液压跳跃

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摘要

This study presents a novel, simple and accurate approximation of the eigenvalues of the sequent depth ratio of the hydraulic jump formed in an arbitrary gradually expanding prismatic channel. An iterative method is proposed to calculate the sequent depth ratio directly. The presented formulas are applicable to all ranges of side slopes and expansion angles for the channel. The prediction is compared with experimental data and earlier calculations for the range of expansion angles from 3 to 9° in a trapezoidal and rectangular expanding channel. The results indicate that the proposed method is accurate yet simple to use and free of empirical coefficients.
机译:这项研究提出了一种新颖,简单,准确的近似值,该值是在任意逐渐扩大的棱柱形通道中形成的水​​力跃迁的随后深度比的特征值。提出了一种直接计算后续深度比的迭代方法。给出的公式适用于通道的所有边坡和膨胀角范围。将预测结果与实验数据和较早的计算结果进行比较,得出梯形和矩形扩展通道中3至9°的扩展角度范围。结果表明,该方法准确,易用,没有经验系数。

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  • 来源
    《Proceedings of the Institution of Civil Engineers》 |2012年第wm3期|p.141-145|共5页
  • 作者单位

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    hydraulics; hydrodynamics/mathematical modelling;

    机译:液压系统流体力学/数学建模;

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