Bedload transport in alluvial channels

被引:53
作者
Bravo-Espinosa, M [1 ]
Osterkamp, WR
Lopes, VL
机构
[1] Natl Res Ctr Sustainable Prod, Natl Inst Forestry Agr & Anim Res, Morelia, Michoacan, Mexico
[2] US Geol Survey, Water Res Div, Tucson, AZ 85745 USA
[3] Univ Arizona, Sch Renewable Nat Resources, Tucson, AZ 85721 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2003年 / 129卷 / 10期
关键词
alluvial channels; bed load; sediment transport;
D O I
10.1061/(ASCE)0733-9429(2003)129:10(783)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Hydraulic, sediment, land-use, and rock-erosivity data of 22 alluvial streams were used to evaluate conditions of bedload transport and the performance of selected bedload-transport equations. Transport categories of transport-limited (TL), partially transport-limited (PTL), and supply-limited (SL) were identified by a semiquantitative approach that considers hydraulic constraints on sediment movement and the processes that control sediment availability at the basin scale. Equations by Parker et al. in 1982, Schoklitsch in 1962, and Meyer-Peter and Muller in 1948 adequately predicted sediment transport in channels with TL condition, whereas the equations of Bagnold in 1980, and Schoklitsch, in 1962, performed well for PTL and SL conditions. Overall, the equation of Schoklitsch predicted well the measured bedload data for eight of 22 streams, and the Bagnold equation predicted the measured data in seven streams.
引用
收藏
页码:783 / 795
页数:13
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