Author:
Cassel Mathieu,Lavé Jérôme,Recking Alain,Malavoi Jean-René,Piégay Hervé
Abstract
AbstractBedload transport modelling in rivers takes into account the size and density of pebbles to estimate particle mobility, but does not formally consider particle shape. To address this issue and to compare the relative roles of the density and shape of particles, we performed original sediment transport experiments in an annular flume using molded artificial pebbles equipped with a radio frequency identification tracking system. The particles were designed with four distinct shapes and four different densities while having the same volume, and their speeds and distances traveled under constant hydraulic conditions were analyzed. The results show that particle shape has more influence than particle density on the resting time between particle displacement and the mean traveling distance. For all densities investigated, the particle shape systematically induced differences in travel distance that were strongly correlated (R2 = 0.94) with the Sneed and Folks shape index. Such shape influences, although often mentioned, are here quantified for the first time, demonstrating why and how they can be included in bedload transport models.
Publisher
Springer Science and Business Media LLC
Reference70 articles.
1. Demir, T. & Walsh, R. P. D. Shape and size characteristics of bedload transported during winter storm events in the Cwm Treweryn Stream, Brecon Beacons, South Wales. Turk. J. Earth Sci. 14, 105–121 (2005).
2. Mears, A. I. Flooding and sediment transport in a small alpine drainage basin in Colorado. Geology 7, 53 (1979).
3. Bradley, W. C. & Mears, A. I. Calculations of flows needed to transport coarse fraction of boulder creek alluvium at Boulder, Colorado. Geol. Soc. Am. Bull. 91, 1057–1090 (1980).
4. Einstein, H. A. & El-Samni, E.-S.A. Hydrodynamic forces on a rough wall. Rev. Mod. Phys. 21, 520–524 (1949).
5. Cheng, E. D. H. & Clyde, C. G. Instantaneous hydrodynamic lift and drag forces on large roughness elements in turbulent open channel flow. In 3-1-3-20 (H. W. Shen, 1972).
Cited by
19 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献