Technical Papers
Mar 6, 2020

Impact of Particle Shape on Saltating Mode of Bedload Transport Sheared by Turbulent Flow

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 5

Abstract

The saltating mode of sediment transport is the dominant mechanism of bedload transport in a fluvial stream, especially in mountainous rivers. In most simulation studies, the actual shapes of sediment particles are simplified considering the spherical shape of particles, which can affect the accuracy of the estimation of bedload transport rate. In this study, a model of sediment particle saltation by streamflow is presented, simulating the wall-shear turbulent flow over a sediment bed by large-eddy simulation and calculating the forces acting on the saltating particles by Newton’s second law of motion. The model was calibrated by using the experimental data from previous studies on particle saltation. To study the impact of particle shapes, the computational results of saltation lengths, heights, and velocities of different-shaped particles were analyzed. Then, three key parameters were used to estimate bedload transport rates: bedload concentration, saltation height, and particle velocity. By summarizing the above results, this work presents a formula of bedload transport rate that improves upon a previous well-celebrated formula from the literature. The proposed formula introduces shape factors of natural sediment particles.

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Acknowledgments

The authors gratefully acknowledge the National Natural Science Foundation of China (91647210), National Key Research and Development Program of China (2016YFC0402506), and 111 Project (B18031) for providing the financial support for this research.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 5May 2020

History

Received: Jul 27, 2018
Accepted: Oct 16, 2019
Published online: Mar 6, 2020
Published in print: May 1, 2020
Discussion open until: Aug 6, 2020

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Chenwei Zhao [email protected]
Doctoral Research Fellow, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Hongwei Fang, M.ASCE [email protected]
Professor, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). Email: [email protected]
Doctoral Research Fellow, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Subhasish Dey, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India; Adjunct Professor, Physics and Applied Mathematics Unit, Indian Statistical Institute Kolkata, Kolkata, West Bengal 700108, India; Distinguished Visiting Professor, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Associate Professor, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]

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