In the last decade several efforts were devoted to model sediment-particle transport in rivers as a stochastic process. Experimental observations are therefore needed to validate these models and to provide the correct probability distribution of selected stochastic variables. The kinematics of sand particles is investigated here using nonintrusive imaging to provide a statistical description of bedload transport under incipient motion conditions. In particular, we focus on the alternation between motion (particle steps) and rest regimes to quantify the probabilistic distribution of the particles waiting time, which is suggested by many studies to be responsible for anomalous diffusion. The probability distributions of the particle step time and step length, streamwise and spanwise velocities, acceleration, and waiting time are quantified experimentally. Results suggest that variables describing the particle motion regime are thin-tailed distributed, whereas the waiting times exhibit a power law distribution. A specific class of waiting times during which the grain is observed to oscillate without a net displacement is classified as active and is analyzed separately from the other, so-called deep waiting times. The experimental results, obtained under five different transport conditions, describe grain-scale kinematics and dynamics at different wall shear stress. They provide both a benchmark data set for validating particle-transport numerical simulation and critical input parameters for the stochastic modeling of bedload transport.
|Original language||English (US)|
|Number of pages||23|
|Journal||Journal of Geophysical Research: Earth Surface|
|State||Published - Nov 1 2019|
Bibliographical noteFunding Information:
This research has been supported by the National Natural Science Foundation of China (Grants 51909093 and 41930643) providing financial help to the first author Mingxiao Liu. Mingxiao Liu also received a fellowship from the China Scholarship Council for her visit to the University of Minnesota. The (partial) financial support of National Science Foundation CAREER is gratefully acknowledged by Michele Guala, who values many discussions with Efi Foufoula‐Georgiou, Arvind Singh, and Niannian Fan that led to this investigation. We are also grateful to our current and past reviewers, in particular Dr. Joris Heyman, Dr. Francesco Ballio, and Dr. Zi Wu. Mingxiao Liu and Michele Guala are grateful for the valuable help from Mirko Musa and Michael Heisel in experiments and other work. The data obtained during this laboratory investigation are included in the supporting information and are thus available to the readers and the public through the journal website. We also uploaded five videos per transport condition, with a related table of hydraulic and sample geometry parameters, to the University of Minnesota data repository, which are available online ( https://conservancy.umn.edu/handle/11299/204778 ).
- open channel flow
- probability distribution
- sediment transport
- waiting time
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Sand particle kinematics under different transport conditions
Guala, M. & Liu, M., Data Repository for the University of Minnesota, 2019
DOI: 10.13020/8yt4-7b45, http://hdl.handle.net/11299/204778