Transport and deposition of fine sediment in open channels with different aspect ratios

被引:25
作者
Bai, Jing [1 ,2 ]
Fang, Hongwei [1 ]
Stoesser, Thorsten [2 ]
机构
[1] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydro Sci & Engn, Beijing 100084, Peoples R China
[2] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
关键词
fine sediments; net deposition; sediment transport; secondary flow; open channel flow; LES; LARGE-EDDY SIMULATION; SECONDARY FLOW; MODEL; CONTAMINANTS; TURBULENCE; ROUGHNESS; CURRENTS; STORAGE;
D O I
10.1002/esp.3304
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
This paper investigates by means of several large eddy simulations how the channel aspect ratio affects the transport and settling of suspended sediments. The numerical method is successfully validated using data of a physical experiment of fine sediment net deposition in an open channel flow. The channel aspect ratio, A, is known to be the determining factor for the development, strength and distribution of the turbulence-driven secondary flow, and it is demonstrated that A influences the primary flow, turbulence quantities and the transport and fate of fine sediments. The secondary flow locally supports or hinders the falling of fine sediment particles in a turbulent flow, which results in a non-uniform deposition of fine sediments over the cross-section. While the channel aspect ratio has a large influence on the distribution of suspended sediments within the cross-section, its effect on the cross-sectional averaged deposition is negligibly small. Copyright (c) 2012 John Wiley & Sons, Ltd.
引用
收藏
页码:591 / 600
页数:10
相关论文
共 40 条
[1]   Statistical properties of armored gravel bed surfaces [J].
Aberle, J. ;
Nikora, V. .
WATER RESOURCES RESEARCH, 2006, 42 (11)
[2]  
[Anonymous], ASCE J HYDRAULIC ENG
[3]  
[Anonymous], WATER RESOURCES RES
[4]  
[Anonymous], P 21 IAHR C B
[5]  
[Anonymous], P 21 IAHR C
[6]  
Baxter CV, 2000, CAN J FISH AQUAT SCI, V57, P1470, DOI 10.1139/cjfas-57-7-1470
[7]   Turbulence Statistics in an Open-Channel Flow over a Rough Bed [J].
Bomminayuni, Sandeep ;
Stoesser, Thorsten .
JOURNAL OF HYDRAULIC ENGINEERING, 2011, 137 (11) :1347-1358
[8]   Modeling dilute sediment suspension using large-eddy simulation with a dynamic mixed model [J].
Chou, Yi-Ju ;
Fringer, Oliver B. .
PHYSICS OF FLUIDS, 2008, 20 (11)
[9]  
Collins AL, 2005, IAHS-AISH P, V291, P259
[10]   Three-dimensional mathematical model of suspended-sediment transport [J].
Fang, HW ;
Wang, GQ .
JOURNAL OF HYDRAULIC ENGINEERING, 2000, 126 (08) :578-592