Experiments in a high-amplitude Kinoshita meandering channel: 2. Implications of bend orientation on bed morphodynamics

被引:70
作者
Abad, Jorge D. [1 ]
Garcia, Marcelo H. [1 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
关键词
LOWER WABASH RIVER; 3-DIMENSIONAL DUNES; TURBULENT-FLOW; POINT-BAR; DYNAMICS; MIGRATION; PATTERNS; ILLINOIS;
D O I
10.1029/2008WR007017
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Experiments carried out under flat smooth bed condition in a periodic, asymmetric, Kinoshita meandering channel showed that bend skewness controls the three-dimensional mean flow (e. g., primary and secondary flow) and turbulence structure (e. g., location of shear layers and turbulent shear stresses). In this paper, similar hydraulic conditions are used to perform movable-bed experiments with uniform sediment size in order to study the effect of bend orientation on bed morphodynamics. Two main differences between the upstream- and downstream-skewed meander configurations are found: (1) for the case of bends oriented upstream valley, the bed forms are produced just upstream of the bend apex, whereas for the case of bends oriented downstream valley they are observed around the upstream inflection point, and (2) the downstream-skewed condition produces the deepest scour region, which is located downstream of the bend apex. A comparison with observations at two bends on the Wabash River, Illinois, shows some remarkable similarities with the bed morphology observed in the Kinoshita channel. Further analysis of the bed form celerity, bed load transport during evolution, and superimposition of migrating bed forms and their implications on bend migration are presented.
引用
收藏
页数:14
相关论文
共 43 条
[11]   Mean flow and turbulence in open-channel bend [J].
Blanckaert, K ;
Graf, WH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (10) :835-847
[12]   THE DYNAMICS OF A RIVER BEND - A STUDY IN FLOW AND SEDIMENTARY PROCESSES [J].
BRIDGE, JS ;
JARVIS, J .
SEDIMENTOLOGY, 1982, 29 (04) :499-541
[13]   INFLUENCE OF THE POINT-BAR ON FLOW THROUGH CURVED CHANNELS [J].
DIETRICH, WE ;
SMITH, JD .
WATER RESOURCES RESEARCH, 1983, 19 (05) :1173-1192
[14]   Mean flow, turbulence structure, and bed form superimposition across the ripple-dune transition [J].
Fernandez, R ;
Best, J ;
López, F .
WATER RESOURCES RESEARCH, 2006, 42 (05)
[15]  
FREDSOE J, 1982, J HYDR ENG DIV-ASCE, V108, P932
[16]   Three-dimensional flow structure and channel change in an asymmetrical compound meander loop, Embarras River, Illinois [J].
Frothingham, KM ;
Rhoads, BL .
EARTH SURFACE PROCESSES AND LANDFORMS, 2003, 28 (06) :625-644
[17]   DYNAMICS OF SEDIMENT BARS IN STRAIGHT AND MEANDERING CHANNELS - EXPERIMENTS ON THE RESONANCE PHENOMENON [J].
GARCIA, M ;
NINO, Y .
JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (06) :739-761
[18]  
Garcia Marcelo H., 2008, Sedimentation Engineering. Processes, Measurements, Modeling, and Practice, P21
[19]  
Garcia M.H., 1999, HYDRAULIC DESIGN HDB
[20]   Numerical computation of sand dune migration with free surface flow [J].
Giri, Sanjay ;
Shimizu, Yasuyuki .
WATER RESOURCES RESEARCH, 2006, 42 (10)