Effect of point bar development on the local force balance governing flow in a simple, meandering gravel bed river

被引:43
作者
Legleiter, C. J. [1 ]
Harrison, L. R. [3 ]
Dunne, T. [2 ,4 ]
机构
[1] Univ Wyoming, Dept Geog, Laramie, WY 82071 USA
[2] Univ Calif Santa Barbara, Bren Sch Environm Sci & Management, Santa Barbara, CA 93106 USA
[3] Univ Calif Santa Barbara, Inst Computat Earth Syst Sci, Santa Barbara, CA 93106 USA
[4] Univ Calif Santa Barbara, Dept Earth Sci, Santa Barbara, CA 93106 USA
关键词
BOUNDARY SHEAR-STRESS; SEDIMENT TRANSPORT RATES; FLOODPLAIN ROUGHNESS; NUMERICAL-SIMULATION; BEND THEORY; CHANNEL; VARIABILITY; TOPOGRAPHY; EVOLUTION; BEDFORMS;
D O I
10.1029/2010JF001838
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The patterns of depth, velocity, and shear stress that direct a river's morphologic evolution are governed by a balance of forces. Analyzing these forces, associated with pressure gradients, boundary friction, channel curvature, and along- and across-stream changes in fluid momentum driven by bed topography, can yield insight regarding the establishment and maintenance of stable channel forms. This study examined how components of the local force balance changed as a meandering channel evolved from a simple, flat-bedded initial condition to a more complex bar-pool morphology. A numerical flow model, constrained by measurements of velocity and water surface elevation, characterized the flow field for four time periods bracketing two floods. For each time increment, runs were performed for discharges up to bankfull, and individual force balance components were computed from model output. Formation and growth of point bars enhanced topographic steering effects, which were of similar magnitude to the pressure gradient and centrifugal forces. Convective accelerations induced by the bar reduced the cross-stream pressure gradient, intensified flow toward the outer bank, and routed sediment around the upstream end of the bar. Adjustments in the flow field thus served to balance streamwise transport along the inner bank onto the bar and cross-stream transport into the pool. Even in the early stages of bar development, topographically driven spatial gradients in velocity played a significant role in the force balance at flows up to bankfull, altering the orientation of the shear stress and sediment transport to drive bar growth.
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页数:29
相关论文
共 65 条
[1]  
Barton GJ, 2005, 20055230 US GEOL SUR
[2]   Nonlinear modeling of mean flow redistribution in curved open channels [J].
Blanckaert, K ;
de Vriend, HJ .
WATER RESOURCES RESEARCH, 2003, 39 (12)
[3]   Topographic steering, flow recirculation, velocity redistribution, and bed topography in sharp meander bends [J].
Blanckaert, K. .
WATER RESOURCES RESEARCH, 2010, 46
[4]   A UNIFIED BAR BEND THEORY OF RIVER MEANDERS [J].
BLONDEAUX, P ;
SEMINARA, G .
JOURNAL OF FLUID MECHANICS, 1985, 157 (AUG) :449-470
[5]   Hierarchy of models for meandering rivers and related morphodynamic processes [J].
Camporeale, C. ;
Perona, P. ;
Porporato, A. ;
Ridolfi, L. .
REVIEWS OF GEOPHYSICS, 2007, 45 (01)
[6]  
*CDWR, 2006, MERC RIV SAL HAB ENH
[7]  
*CDWR, 2001, MERC RIV SAL HAB ENH
[8]   Examining the physical meaning of the bank erosion coefficient used in meander migration modeling [J].
Constantine, Candice R. ;
Dunne, Thomas ;
Hanson, Gregory J. .
GEOMORPHOLOGY, 2009, 106 (3-4) :242-252
[9]   Physical explanations of variations in river meander migration rates from model comparison [J].
Crosato, Alessandra .
EARTH SURFACE PROCESSES AND LANDFORMS, 2009, 34 (15) :2078-2086
[10]   Numerical simulation of bank erosion and channel migration in meandering rivers [J].
Darby, SE ;
Alabyan, AM ;
Van de Wiel, MJ .
WATER RESOURCES RESEARCH, 2002, 38 (09) :2-1