Influence of a large woody debris obstruction on three-dimensional flow structure in a meander bend

被引:67
作者
Daniels, MD
Rhoads, BL
机构
[1] Univ Connecticut, Dept Geog, Storrs, CT 06269 USA
[2] Univ Illinois, Dept Geog, Urbana, IL 61801 USA
关键词
large woody debris; obstruction; helicity;
D O I
10.1016/S0169-555X(02)00334-3
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
A field experiment has been conducted to assess the influence of a large woody debris (LWD) obstruction on three-dimensional flow through a meander bend of a small stream in east central Illinois. Previous studies in unobstructed meander bends have shown that flow through a curved channel should develop a coherent three-dimensional structure characterized by large-scale helical motion. Many meander bends are complicated by naturally occurring persistent obstacles, such as LWD, that have the potential to profoundly disrupt flow structure. The results of this study show that the LWD obstruction systematically influences the three-dimensionality of flow through the bend, particularly the position of the high-velocity core and the development of helicity. The high-velocity core is positioned in the center of the channel upstream of and near the bend apex, but as flow approaches the LWD, it is steered toward the inner bank by the obstruction. Evolving helicity in the upstream portion of the bend is amplified by abrupt turning of the flow induced by the LWD. As the flow moves past the LWD, helicity diminishes rapidly and may even reverse its pattern of rotation. The net effect of the LWD obstruction is to reduce near-bank velocities along the outer bank downstream of the bend apex-a critical locus for bank erosion in meander bends. Given the persistence of the LWD obstruction, it probably has an important local influence on bend migration and evolution. (C) 2002 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:159 / 173
页数:15
相关论文
共 54 条
[1]  
Abbe TB, 1996, REGUL RIVER, V12, P201, DOI 10.1002/(SICI)1099-1646(199603)12:2/3<201::AID-RRR390>3.0.CO
[2]  
2-A
[3]  
ALPHEN JSL, 1984, EARTH SURF PROCESSES, V9, P513
[4]   LOG-JAM EFFECTS ON BED-LOAD MOBILITY FROM EXPERIMENTS CONDUCTED IN A SMALL GRAVEL-BED FOREST DITCH [J].
ASSANI, AA ;
PETIT, F .
CATENA, 1995, 25 (1-4) :117-126
[5]  
BATHURST JC, 1979, J HYDR ENG DIV-ASCE, V105, P1277
[6]  
Dietrich W. E., 1987, RIVER CHANNELS ENV P, V134, P179, DOI DOI 10.1029/WM012
[7]   INFLUENCE OF THE POINT-BAR ON FLOW THROUGH CURVED CHANNELS [J].
DIETRICH, WE ;
SMITH, JD .
WATER RESOURCES RESEARCH, 1983, 19 (05) :1173-1192
[8]   LARGE WOODY DEBRIS, PHYSICAL PROCESS, AND RIPARIAN FOREST DEVELOPMENT IN MONTANE RIVER NETWORKS OF THE PACIFIC-NORTHWEST [J].
FETHERSTON, KL ;
NAIMAN, RJ ;
BILBY, RE .
GEOMORPHOLOGY, 1995, 13 (1-4) :133-144
[9]  
FROTHINGHAM KM, 2001, THESIS U ILLINOIS UR
[10]   ENVIRONMENTAL HYDRAULICS OF LARGE WOODY DEBRIS IN STREAMS AND RIVERS [J].
GIPPEL, CJ .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1995, 121 (05) :388-395