明渠分支流的实验研究

Q3 Environmental Science
T. Sayed
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引用次数: 3

摘要

摘要分支河道流量描述了从河流或主河道中提取的任何侧水。分支渠道在许多实际工程中有着广泛的应用,如灌溉和排水网络系统、水和废水处理厂以及许多水利工程。因此,在本研究中,对实验室数据进行了全面分析,以发现最佳的分支角度。该研究还旨在引入简单实用的方程,以帮助水资源工程师确定分流到分支河道的流量百分比。这项研究是在阿西乌大学工程学院土木系灌溉和水力学实验室进行的。实验室通道由两部分组成,主通道和分支通道。主河道长8.0米,宽20厘米,深20厘米。分支通道的分隔角边缘锋利,位于主通道入口下游5.0m处。分支通道长3.0米,深度20厘米,宽度分别改变了三次(10、15和20厘米)。总共进行了84次跑步。对分流通道流量的研究表明,分流流量取决于许多相互关联的参数。它随着主通道流速和分支通道交汇处上游弗劳德数的降低而增加。它也随着Yb/Yu比率的增加而增加。在亚临界流中,分支通道的水深总是低于主通道的水深。分流到支流通道导致主通道下游的水深减小。此外,研究表明,当分支角度等于45°,然后角度为60°时,放电速率最高。而在90°的角度下获得了最低的放电速率。此外,在Br=1.0时,使用等于45°的分支角,放电比(Qr)从约4.42%增加到19.01%,比使用等于90°的分支角度获得的放电比更高,而在Br=0.75和Br=0.5时,放电比分别从约0.52增加到49.18%和1.51增加到24.79%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An experimental study of branching flow in open channels
Abstract Branching channel flow describes any side water withdrawals from rivers or main channels. Branching channels have widespread application in many practical projects, such as irrigation and drainage network systems, water and waste-water treatment plants, and many water resources projects. Therefore, in this research, a comprehensive analysis of laboratory data has been carried out to discover the best angle of branching. The study also aims to introduce simple, practical equations to help engineers of water resources to fix the percentage of discharge diverted to the branch channel. The study was carried out in the Irrigation and hydraulics laboratory of the civil department, Faculty of Engineering, Assiut University. The laboratory channel consisted of two parts, the main channel, and a branch channel. The main channel was 8.0 m in length, 20 cm wide, and 20 cm in depth. The division corner to the branch channel was sharp edged and located 5.0 m downstream of the main channel inlet. The branch channel was 3.0 m long, 20 cm in depth and its width was changed three times (10, 15, and 20 cm) respectively. A total of 84 runs were carried out. Investigations of the flow into the branching channel show that the branching discharge depends on many interlinked parameters. It increases with a decrease of the main channel flow velocity and the Froude number upstream of the branch channel junction. It also increases with an increase in the Yb / Yu ratio. In subcritical flow, water depth in the branch channel is always lower than the main channel water depth. The flow diversion to the branch channel leads to a decrease in water depth downstream of the main channel. In addition, the study showed that the highest discharge rate was obtained when the angle of branching was equal to 45° and then an angle of 60o. While the lowest discharge rate was obtained at an angle of 90°. Furthermore, at Br = 1.0, using a branching angle equal to 45° the discharge ratio (Qr) increases from about 4.42 to 19.01%, more than that obtained with using the branching angle equal 90°, while the discharge ratio (Qr) increases from about 0.52 to 49.18% and 1.51 to 24.79%, at Br = 0.75, and Br = 0.5 respectively.
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来源期刊
Limnological Review
Limnological Review Environmental Science-Ecology
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
16 weeks
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