THREE-DIMENSIONAL SIMULATION FOR EFFECTS OF BED DISCORDANCE ON FLOW DYNAMICS AT Y-SHAPED OPEN CHANNEL CONFLUENCES

被引:0
作者
WANG Xiaogang YAN Zhongmin College of Water Conservancy and Hydropower Engineering Hohai University Nanjing China GUO Weidong College of Water Conservancy Shenyang Agricultural University Shenyang China [210098 ,110161 ]
机构
关键词
Y-shaped junction; discordant bed height; separation zone; numerical simulation; turbulent intensity; secondary flow; lateral mixing;
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暂无
中图分类号
O352 [];
学科分类号
080103 ; 080704 ;
摘要
Channel confluences are universally present in nature. They can be divided into two types:asymmetrical river confluences and symmetric river confluences. The latter is also called as the Y-shaped confluences. Most of previous work has paid more attention to the asymmetrical river confluences, but few studies have been conducted on the Y-shaped confluences. In this article, the effects of bed discordance on the flow patterns at"Y"shaped open-channel confluences were studied by using a 3-D numerical simulation. It is proved that the model can undertake quantitative assessment of the flow at confluences. The results indicate that there are a lot of differences between the Y-shaped confluence and asymmetrical confluence. The discordant bed height plays an important role at the Y-shaped junction.
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页码:587 / 593
页数:7
相关论文
共 9 条
[1]  
NUMERICAL SIMULATION OF SKIMMING FLOW OVER MILD STEPPED CHANNEL[J]. LEE Joseph Hun-wei.Journal of Hydrodynamics(Ser.B). 2006(03)
[2]  
RE-AERATION LAW OF WATER FLOW OVER SPILLWAYS[J]. CHENG Xiang-ju Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaLUO Lin State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China CHEN Yong-can Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China ZHAO Wen-qian State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China."Journal of Hydrodynami
[3]   明渠交汇口三维水力特性试验研究 [J].
茅泽育 ;
赵升伟 ;
张磊 ;
黄继汤 .
水利学报, 2004, (02) :1-7
[4]   山区河流交汇河口的综合特性分析 [J].
兰波 .
重庆交通学院学报, 1998, (04) :3-5
[5]   Spatial patterns of water surface topography at a river confluence [J].
Biron, PM ;
Richer, A ;
Kirkbride, AD ;
Roy, AG ;
Han, S .
EARTH SURFACE PROCESSES AND LANDFORMS, 2002, 27 (09) :913-928
[6]   Turbulent flow structure at concordant and discordant open-channel confluences [J].
Biron, P ;
Boy, AG ;
Best, JL .
EXPERIMENTS IN FLUIDS, 1996, 21 (06) :437-446
[7]   Effects of Bed Discordance on Flow Dynamics at Open Channel Confluences [J].
Biron, Pascale ;
Best, James L. ;
Roy, André G. .
Journal of Hydraulic Engineering, 1996, 122 (12) :676-682
[8]   Role of bed discordance at asymmetrical river confluences [J].
Bradbrook, KF ;
Lane, SN ;
Richards, KS ;
Biron, PM ;
Roy, AG .
JOURNAL OF HYDRAULIC ENGINEERING, 2001, 127 (05) :351-368
[9]  
Hydrologic control of spatial patterns of suspended sediment concentration at a stream confluence .2 KENWORTHY S,RHOADS B. Journal of Hydrology . 1995