对具有粗糙主河床的复合断面矩形河道水力跃变的半理论方法研究有所贡献

S. Lacheheb, A. Ghomri, S. Kateb
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引用次数: 1

摘要

本研究的目的是对具有粗糙主河床的矩形直复合河道的水跃演化进行半理论分析。得到了一种函数关系,即将投影的不同特征联系在一起的非量纲项。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Contribution to the study of the semi theoretical approach of the hydraulic jump in a rectangular channel of compound section with rough major bed
The purpose of this study is interested in the semi-theoretical analysis of the hydraulic jump evolving in a rectangular straight compound channel with rough major bed. A functional relationship, non-dimensional terms, linking together the different characteristics of the projection, is obtained.
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