Modelling bedload yield in braided gravel bed rivers

被引:69
作者
Nicholas, AP [1 ]
机构
[1] Univ Exeter, Dept Geog, Exeter EX4 4RJ, Devon, England
关键词
braided river; bedload transport; numerical model;
D O I
10.1016/S0169-555X(00)00050-7
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
This paper outlines an approach for estimating the annual bedload yield of a braided channel. This procedure is based on the extension of theory of flow and sediment transport in braided rivers recently presented by Paola (1996). The revised approach accounts explicitly for the relationship between increasing discharge and varying channel hydraulics, and is suitable for use in obtaining bedload transport rate estimates over a range of discharges. integration of such estimates using flow-duration data allows annual bedload yield to be determined. Model parameterisation is achieved using topographic survey data for the Waimakarili River, New Zealand. Comparison of modelled bedload yield with values estimated from repeated topographic surveys indicates that the model is able to accurately predict both the medium-term (c. 30 years) mean annual bedload yield of the Waimakariri at Crossbank (the section 17.8 km upstream of the river mouth), and also short-term fluctuations in bedload yield associated with varying annual flow statistics. Streamwise patterns of volumetric erosion and deposition determined for a 45-km length of the Waimakariri using the model are also in broad agreement with trends identified in topographic survey data for the period 1961-1997. However, significant deviations between modelled and surveyed volumes of cut and fill are evident at some locations. Comparison of model performance with conventional applications of bedload transport equations, which tend to underestimate transport rates for braided channels, suggests that the approach presented here may represent a significant improvement. This is the case because the model quantifies the relationship between braid intensity and spatial variability in flow hydraulics at a cross-section. Output from the model suggests that braided rivers may transport a significant proportion of their annual bedload at lower discharges than those indicated by earlier theoretical approaches. Results also provide quantitative support for the argument that increased intensity of braiding may promote higher rates of bedload transport in gravel bed rivers. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:89 / 106
页数:18
相关论文
共 43 条
[1]  
[Anonymous], 1998, J HYDROLOGY NZ
[2]  
Ashmore P., 1991, GEOGR ANN A, V73, P37, DOI [10.2307/521212, DOI 10.2307/521212]
[3]   BED-LOAD TRANSPORT IN BRAIDED GRAVEL-BED STREAM MODELS [J].
ASHMORE, PE .
EARTH SURFACE PROCESSES AND LANDFORMS, 1988, 13 (08) :677-695
[4]   BED LOAD TRANSPORT BY NATURAL RIVERS [J].
BAGNOLD, RA .
WATER RESOURCES RESEARCH, 1977, 13 (02) :303-312
[5]   AN EMPIRICAL CORRELATION OF BEDLOAD TRANSPORT RATES IN FLUMES AND NATURAL RIVERS [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1980, 372 (1751) :453-473
[6]   GRAVEL TRANSPORT IN THE BRAIDED WAIMAKARIRI RIVER - MECHANISMS, MEASUREMENTS AND PREDICTIONS [J].
CARSON, MA ;
GRIFFITHS, GA .
JOURNAL OF HYDROLOGY, 1989, 109 (3-4) :201-220
[7]  
CARSON MA, 1987, J HYDROL NZ, V25, P151
[8]  
Church M., 1983, INT ASS SEDIMENTOLOG, V6, P169
[9]  
Davies TR., 1988, J HYDROL NZ, V27, P113
[10]   OBSERVATIONS OF BEDLOAD MOVEMENT, BAR DEVELOPMENT AND SEDIMENT SUPPLY IN THE BRAIDED OHAU RIVER [J].
DAVOREN, A ;
MOSLEY, MP .
EARTH SURFACE PROCESSES AND LANDFORMS, 1986, 11 (06) :643-652