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Development of an empirical equation for the transverse dispersion coefficient in natural streams

机译:天然水流横向色散系数经验公式的建立

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In this study, a new empirical equation for the transverse dispersion coefficient has been developed based on the hydraulic and geometric parameters in natural streams using a regression technique. First, a total of 32 data sets in 16 streams were collected. Among those sets, 16 sets were used for deriving the new equation, and the other 16 sets were used for verifying the equation. Then, through dimensional analysis, it was found that the normalized transverse dispersion coefficient is associated with several parameters such as sinuosity, aspect ratio, and a friction term. The robust least square method was applied to estimate regression coefficients. The newly proposed equation was proven to be superior in explaining the dispersion characteristics of natural streams more precisely compared to the existing equations.
机译:在这项研究中,使用回归技术,基于自然流中的水力和几何参数,开发了一个新的横向弥散系数的经验公式。首先,总共收集了16个流中的32个数据集。在这些集合中,使用了16个集合来推导新方程,并使用其他16个集合来验证方程。然后,通过尺寸分析,发现归一化的横向色散系数与诸如波纹度,纵横比和摩擦项等几个参数相关联。鲁棒最小二乘法用于估计回归系数。与现有方程相比,新提出的方程被证明在更精确地解释自然流的扩散特性方面具有优势。

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