Multi Grain‐Size Total Sediment Load Model Based on the Disequilibrium Length
Author:
Affiliation:
1. Univ Rennes CNRS Géosciences Rennes UMR 6118 Rennes France
2. School of Geography, Environment and Earth Sciences Victoria University of Wellington Wellington New Zealand
Funder
Conseil Régional de Bretagne
Ministry of Business, Innovation and Employment
Publisher
American Geophysical Union (AGU)
Subject
Earth-Surface Processes,Geophysics
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1029/2021JF006546
Reference64 articles.
1. Sediment Transport: New Approach and Analysis
2. Bed particle saltation in turbulent wall-shear flow: a review
3. Ashida K. &Michiue M.(1973).Studies on bed‐load transport rate in open channel flows. InProceedings of the International Association for Hydraulic Research International Symposium on River Mechanics(pp.407–417).
4. Sediment transport in high-speed flows over a fixed bed: 1. Particle dynamics
5. An approach to the sediment transport problem from general physics
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