Sediment management and flow patterns at river bend due to triangular vanes attached to the bank

被引:30
作者
Yarahmadi, Mohammad Bahrami [1 ]
Bejestan, Mahmood Shafai [1 ]
机构
[1] Shahid Chamran Univ, Fac Water Sci Engn, Ahvaz, Iran
关键词
Triangular vanes; River restoration; Bank erosion; River bend; In-stream structures; BED TOPOGRAPHY; W-WEIR; RESTORATION; SCOUR;
D O I
10.1016/j.jher.2015.10.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Triangular vanes are hydraulic structures used for bank protection and habitat restoration for fish and other aquatic organisms. There are limitations on the design criteria for this newly-introduced structure; therefore, the main goal of this paper is to present test results carried out on different alternatives of multiple vanes with different spaces between the vanes under different hydraulic conditions in a 90-degree mild flume bend. In addition, 3D components of flow velocity were measured in tests with and without an installed single vane. The triangular vanes create a counterclockwise secondary flow cell near the outer bank, which counteracts the clockwise main secondary flow cell in the bend for a distance of about 51e (le is the vane's effective length) downstream of the vane's position. With multiple vanes in place, the thalweg was found to be shifted toward the flume midway from the outer bank. Moreover, by increasing the space between the triangular vanes, the scour around the vane's tip and its development to the outer bank increased. Therefore, it is concluded that triangular vanes perform, best when they are spaced at 51e or less. (C) 2016 International Association for Hydro-environment Engineering and Research, Asia Pacific Division. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:64 / 75
页数:12
相关论文
共 36 条
[1]  
[Anonymous], WORLD ENV WAT RES C
[2]  
[Anonymous], 2018, RIVER MECH, DOI DOI 10.1017/9781316107072
[3]  
Berge M.A., 1990, THESIS IOWA U US
[4]  
Bhuiyan ABMF, 2007, ENG APPL COMP FLUID, V1, P350
[5]   Hydraulic evaluation of W-weir for river restoration [J].
Bhuiyan, Faruk ;
Hey, Richard D. ;
Wormleaton, Peter R. .
JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (06) :596-609
[6]   Bank-Attached Vanes for Bank Erosion Control and Restoration of River Meanders [J].
Bhuiyan, Faruk ;
Hey, Richard D. ;
Wormleaton, Peter R. .
JOURNAL OF HYDRAULIC ENGINEERING, 2010, 136 (09) :583-596
[7]   Effects of Vanes and W-Weir on Sediment Transport in Meandering Channels [J].
Bhuiyan, Faruk ;
Hey, Richard D. ;
Wormleaton, Peter R. .
JOURNAL OF HYDRAULIC ENGINEERING, 2009, 135 (05) :339-349
[8]  
Biedenharn D.S., 1997, The WES stream investigation and streambank stabilization handbook
[9]   Mean flow and turbulence in open-channel bend [J].
Blanckaert, K ;
Graf, WH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (10) :835-847
[10]   Mean flow and turbulence around experimental spur dike [J].
Duan, Jennifer G. ;
He, Li ;
Fu, Xudong ;
Wang, Quangqian .
ADVANCES IN WATER RESOURCES, 2009, 32 (12) :1717-1725