首页> 外文会议>International Conference on Estuaries and Coasts(ICEC-2003) I; 20031109-11; Hangzhou(CN) >A STUDY ON LENGTH AND THE MAXIMUM WIDTH OF THE CIRCULATING REGION CAUSED BY A DIKE
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A STUDY ON LENGTH AND THE MAXIMUM WIDTH OF THE CIRCULATING REGION CAUSED BY A DIKE

机译:堤防引起的环流区域的长度和最大宽度的研究

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Based on 2-D depth averaged water flow differential equations and using some assumptions different from those made by other researchers on turbulent viscous shear stress, the lateral distribution of main flow velocity, and turbulent viscous coefficient, the formulas used to compute circulating flow length and the maximum circulating width are derived in this paper. The results are in reasonable agreement with experimental data. The research results indicate that the circulating flow length varies with the dike length, depth, roughness, area contraction ratio and river width contraction ratio, and the maximum circulating width varies with the river width, area contraction ratio and river width contraction ratio. The width contraction ratio equals to the area contraction ratio only for rectangular channel, and they are different from each other for natural river.
机译:基于二维深度平均水流微分方程,并使用与其他研究人员关于湍流粘性剪切应力,主流速的横向分布以及湍流粘性系数不同的一些假设,这些公式可用于计算循环流长和得出最大循环宽度。结果与实验数据合理吻合。研究结果表明,环流长度随堤长,深度,粗糙度,面积收缩率和河道宽度收缩率而变化,最大环流宽度随河道宽度,面积率和河流宽度收缩率而变化。宽度收缩率仅对于矩形河道等于面积收缩率,而对于天然河而言,它们彼此不同。

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