Three-dimensional turbulence structure of rectangular side-cavity zone in open-channel streams

被引:9
作者
Sanjou, Michio [1 ]
Akimoto, Tetsuro [2 ]
Okamoto, Takaaki [1 ]
机构
[1] Kyoto Univ, Dept Civil Engn, Kyoto 6158540, Japan
[2] Kyoto Univ, Grad Sch, Dept Civil Engn, Kyoto 6158540, Japan
关键词
Open-channel flow; side-cavity zone; numerical simulation and mass/momentum exchanges;
D O I
10.1080/15715124.2012.717943
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Open-ended side-cavity zones are often observed in natural rivers. They appear in embayment and aligned spur-dike fields. Many pollutant clouds and suspended sediments are conveyed and trapped in the cavities, and it is thus very important in environmental hydraulics and river management to accurately predict mass and momentum exchanges through mainstream/side-cavity interface. It is well known that small-scale shedding vortices are generated due to shear instability induced by velocity differences between high-speed mainstream and low-speed embayment flows. A large momentum in the main-channel causes large-scale horizontal gyre in the cavity zone. The coherent turbulence structure in the mainstream/embayment boundary and the horizontal large-scale gyre structure play a key role in the mass/momentum exchanges. In particular, previous studies have pointed out that a rectangular-shaped cavity zone with an aspect ratio of 3.0 produces two kinds of gyres and shows a more effective exchange property in comparison with a square-shaped cavity. However, much uncertainty remains regarding the detailed hydrodynamics accompanied by three-dimensional turbulence motions. Using large eddy simulation, which is also compared with particle image velocimetry measurements, we predict three-dimensional current properties and turbulence structure. Based on these results, a significant relation between instantaneous vertical flows and the spanwise momentum transfer is shown. Furthermore, a phenomenological flow model is proposed for the side-cavity zone in the open-channel field.
引用
收藏
页码:293 / 305
页数:13
相关论文
共 18 条
[1]   Flow structure at different stages in a meander-bend with bendway weirs [J].
Abad, Jorge D. ;
Rhoads, Bruce L. ;
Guneralp, Inci ;
Garcia, Marcelo H. .
JOURNAL OF HYDRAULIC ENGINEERING, 2008, 134 (08) :1052-1063
[2]  
Booij R., 2004, SHALLOW FLOWS, V2, P317
[3]   Purging of a neutrally buoyant or a dense miscible contaminant from a rectangular cavity. II: Case of an incoming fully turbulent overflow [J].
Chang, Kyoungsik ;
Constantinescu, George ;
Park, Seung-O .
JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (04) :373-385
[4]   Analysis of the flow and mass transfer processes for the incompressible flow past an open cavity with a laminar and a fully turbulent incoming boundary layer [J].
Chang, Kyoungsik ;
Constantinescu, George ;
Park, Seung-O .
JOURNAL OF FLUID MECHANICS, 2006, 561 (113-145) :113-145
[5]   Mass exchange in a shallow channel flow with a series of groynes: LES study and comparison with laboratory and field experiments [J].
Constantinescu, George ;
Sukhodolov, Alexander ;
McCoy, Andrew .
ENVIRONMENTAL FLUID MECHANICS, 2009, 9 (06) :587-615
[6]   Three-dimensional and depth-averaged large-eddy simulations of some shallow water flows [J].
Hinterberger, C. ;
Froehlich, J. ;
Rodi, W. .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2007, 133 (08) :857-872
[7]   VOLUME OF FLUID (VOF) METHOD FOR THE DYNAMICS OF FREE BOUNDARIES [J].
HIRT, CW ;
NICHOLS, BD .
JOURNAL OF COMPUTATIONAL PHYSICS, 1981, 39 (01) :201-225
[8]   Numerical investigation of flow hydrodynamics in a channel with a series of groynes [J].
Mccoy, Andrew ;
Weber, Larry J. ;
Constantinescu, George .
JOURNAL OF HYDRAULIC ENGINEERING, 2008, 134 (02) :157-172
[9]   NUMERICAL INVESTIGATION OF TURBULENT CHANNEL FLOW [J].
MOIN, P ;
KIM, J .
JOURNAL OF FLUID MECHANICS, 1982, 118 (MAY) :341-377
[10]  
Nezu I., 1993, TURBULENCE OPEN CHAN