矩形复合河道中粗糙小河床的水力跳变特性

W. Djamaa, S. Lacheheb, A. Ghomri
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引用次数: 0

摘要

水跃是明渠水流中的一种特征现象,在块体斜坡或岩石溜槽的下游,水跃可能发生在能量耗散很大的粗糙河床上。本文分析了矩形复合河道中均质粗糙小河床的水跃现象。系统地研究了影响跳跃长度的参数[24]。利用一般的跳跃方程对这一现象进行了分析。对实验数据进行了详细的阐述,以提供一个新的通用跳跃方程的公式,该方程考虑了较小的床层粗糙度。提出了与实验数据吻合较好的新公式。结果表明,粗糙层可以用来耗散多余的水跃能量注入池。
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Characteristics of hydraulic jump on rough minor bed in a rectangular compound channel
A hydraulic jump is a characteristic phenomenon in open channel flow, downstream of block ramps or rock chutes a hydraulic jump can occur over a  rough bed with great energy dissipation. This paper analyses the hydraulic jump that occurs in homogeneous rough minor beds in rectangular  compound channels. the parameters that influence the length of the jump were systematically investigated [24]. the analyses of the phenomenon were  conducted using the general jump equation. the experimental data were elaborated in order to supply a new formulation of the general jump equation  that accounts for the minor bed roughness. New formulas that satisfactorily agree with the experimental data are proposed. The results showed that  rough beds can be used to dissipate the excess hydraulic jump energy instilling basins.
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