On evolution of bed material waves in alluvial rivers

被引:22
作者
Cao, ZX [1 ]
Carling, PA [1 ]
机构
[1] Univ Southampton, Dept Geog, Southampton SO17 1BJ, Hants, England
关键词
sediment transport; alluvial rivers; bed material wave; hyperbolic equations; dispersion;
D O I
10.1002/esp.493
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Field and laboratory measurements have shown distinct characteristics of bed sediment waves under differing conditions, whilst their theoretical interpretation has emerged to be equivocal. This note aims to clarify the interpretation of evolution of bed material waves. The complete set of governing equations for the flow-sediment-morphology system is deduced to demonstrate its universally hyperbolic nature, irrespective of the sediment transport functions implemented to close the equations. The hyperbolic nature can admit not only attenuating bed material waves, but also shock-like waves that are not unusual in the real world. It is suggested that the theory of dispersion/diffusion is not universally appropriate for evolution of bed material waves. Copyright (C) 2003 John Wiley Sons, Ltd.
引用
收藏
页码:437 / 441
页数:5
相关论文
共 16 条
[1]  
[Anonymous], ENG FLUID MECH
[2]   Coupled and decoupled numerical modeling of flow and morphological evolution in alluvial rivers [J].
Cao, ZX ;
Day, R ;
Egashira, S .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (03) :306-321
[3]  
CHU CK, 1985, LECT NOTES FLUID MEC, V4
[4]   AN ASSESSMENT OF BED-LOAD SEDIMENT TRANSPORT FORMULAS FOR GRAVEL BED RIVERS [J].
GOMEZ, B ;
CHURCH, M .
WATER RESOURCES RESEARCH, 1989, 25 (06) :1161-1186
[5]   The dominance of dispersion in the evolution of bed material waves in gravel-bed rivers [J].
Lisle, TE ;
Cui, YT ;
Parker, G ;
Pizzuto, JE ;
Dodd, AM .
EARTH SURFACE PROCESSES AND LANDFORMS, 2001, 26 (13) :1409-1420
[6]   Evolution of a sediment wave in an experimental channel [J].
Lisle, TE ;
Pizzuto, JE ;
Ikeda, H ;
Iseya, F ;
Kodama, Y .
WATER RESOURCES RESEARCH, 1997, 33 (08) :1971-1981
[7]   WAVE HIERARCHIES IN ALLUVIAL RIVER FLOWS [J].
NEEDHAM, DJ .
GEOPHYSICAL AND ASTROPHYSICAL FLUID DYNAMICS, 1990, 51 (1-4) :167-194
[8]   ON NONLINEAR SIMPLE WAVES IN ALLUVIAL RIVER FLOWS - A THEORY FOR SEDIMENT BORES [J].
NEEDHAM, DJ ;
HEY, RD .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1991, 334 (1633) :25-53
[9]   A theoretical analysis of discontinuous flow with mobile bed [J].
Sieben, J .
JOURNAL OF HYDRAULIC RESEARCH, 1999, 37 (02) :199-212
[10]  
Toro EF., 2001, SHOCK CAPTURING METH