Bed and bank evolution of bifurcating channels

被引:55
作者
Bertoldi, W [1 ]
Tubino, M [1 ]
机构
[1] Univ Trent, Dept Civil & Environm Engn, I-38100 Trento, Italy
关键词
D O I
10.1029/2004WR003333
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] The evolution of natural river channels is strongly affected by the interplay between the altimetric pattern and the planimetric configuration acting contemporary in branches of braided rivers. Very few quantitative observations are presently available to characterize such interactions. In the present contribution we discuss the results of experimental runs performed with both uniform and graded sediments. The experiments were aimed at describing quantitatively the evolution of a single laterally unconstrained channel until the occurrence of the first bifurcation. An objective criterion for the occurrence of the bifurcation has been established using the data provided by the Fourier analysis of the evolving bank profiles; the procedure enabled us to characterize the morphodynamic sequence leading to flow and channel bifurcation. The sought outcome of the investigation is to derive a suitable description of the bifurcation process to be implemented in predictive models for braiding evolution, for which physically based nodal point conditions would be highly desirable.
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页码:1 / 12
页数:12
相关论文
共 37 条
[1]  
[Anonymous], 1989, WATER RES MONOGRAPH
[2]  
[Anonymous], 2001, GRAVEL BED RIVERS
[3]   HOW DO GRAVEL-BED RIVERS BRAID [J].
ASHMORE, PE .
CANADIAN JOURNAL OF EARTH SCIENCES, 1991, 28 (03) :326-341
[4]  
ASHMORE PE, 1982, EARTH SURF PROC LAND, V7, P201
[5]  
Ashworth PJ, 1996, EARTH SURF PROC LAND, V21, P103, DOI 10.1002/(SICI)1096-9837(199602)21:2<103::AID-ESP569>3.0.CO
[6]  
2-O
[7]   Morphodynamics of a pseudomeandering gravel bar reach [J].
Bartholdy, J ;
Billi, P .
GEOMORPHOLOGY, 2002, 42 (3-4) :293-310
[8]   FINITE-AMPLITUDE ALTERNATE BARS [J].
COLOMBINI, M ;
SEMINARA, G ;
TUBINO, M .
JOURNAL OF FLUID MECHANICS, 1987, 181 :213-232
[9]   Dynamics of channel bifurcations in noncohesive sediments [J].
Federici, B ;
Paola, C .
WATER RESOURCES RESEARCH, 2003, 39 (06) :ESG31-ESG315
[10]   The missing dimension: effects of lateral variation on 1-D calculations of fluvial bedload transport [J].
Ferguson, RI .
GEOMORPHOLOGY, 2003, 56 (1-2) :1-14