Bedload transport in alluvial channels
Journal of Hydraulic Engineering
By: M. Bravo-Espinosa, W. R. Osterkamp, and V.L. Lopes
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Abstract
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.
Suggested Citation
Bravo-Espinosa, M., Osterkamp, W.R., Lopes, V., 2003, Bedload transport in alluvial channels: Journal of Hydraulic Engineering, v. 129, no. 10, p. 783-795, https://doi.org/10.1061/(ASCE)0733-9429(2003)129:10(783).
| Publication type | Article |
|---|---|
| Publication Subtype | Journal Article |
| Title | Bedload transport in alluvial channels |
| Series title | Journal of Hydraulic Engineering |
| DOI | 10.1061/(ASCE)0733-9429(2003)129:10(783) |
| Volume | 129 |
| Issue | 10 |
| Year Published | 2003 |
| Language | English |
| Larger Work Type | Article |
| Larger Work Subtype | Journal Article |
| Larger Work Title | Journal of Hydraulic Engineering |
| First page | 783 |
| Last page | 795 |