相对曲率半径对90度弯道带和不带弯道堰侵蚀和沉积模式的影响

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL
Mohsen Salehzadeh, Mohammad Hemmati, Mehdi Yasi, Stefano Lanzoni
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引用次数: 0

摘要

河道堰是建在河道弯道外岸的低水平横向结构,用于改善通航、创造水生栖息地和控制弯道迁移。本实验研究旨在通过改变相对曲率半径(即归一化到通道宽度),在没有和存在弯道堰的情况下,在不同的流动条件下,研究90°弯道的侵蚀和沉积模式。考虑了一系列相对高度为30%和70%的平坦堰。结果表明:随着相对曲率的增大,堰附近的冲蚀减小,而内弯壁上的点杆扩展;无论堰高如何,相对曲率的增加都会导致堰尖处的冲刷深度加深。研究发现,淹没比为70%的弯道堰在保护外滩免受侵蚀方面最有效。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of relative curvature radius on erosion and sedimentation patterns in a 90o bend with and without bendway weirs
Bendway weirs are low-level transverse structures constructed on the outer bank of a channel bend to improve navigation, create aquatic habitat and control bend migration. This experimental study was aimed at investigating the erosion and sedimentation patterns in a 90° bend by varying the relative curvature radius (i.e. normalized to the channel width), in the absence and in the presence of bendway weirs, under different flow conditions. A series of flat weirs with relative heights of 30% and 70% were considered. The results indicate that as the relative curvature increases, the erosion near the weirs decreases while the point-bar at the inner bend wall extends. Regardless of the weir height, the increase in the relative curvature leads to a deeper scour depth at the tip of the weirs. Bendway weirs with submergence ratio of 70% are found to be the most efficient in protecting the outer bank from erosion.
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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