Dynamics of Dual‐Mode Bedload Transport With Three‐Dimensional Alternate Bars Migration in Subcritical Flow: Experiments and Model Analysis

Author:

Li ZhiPeng123ORCID,Kiani Oshtorjani Mehrdad3,Chen Dong45ORCID,Zhang Yong6ORCID,Sun HongGuang17ORCID

Affiliation:

1. State Key Laboratory of Hydrology‐Water Resources and Hydraulic Engineering Hohai University Nanjing China

2. College of Water Conservancy and Hydropower Engineering Hohai University Nanjing China

3. Laboratory of Environmental Hydraulics École Polytechnique Fédérale de Lausanne Lausanne Switzerland

4. Key Laboratory of Water Cycle and Related Land Surface Processes Institute of Geographic Sciences and Natural Resources Research Chinese Academy of Sciences Beijing China

5. University of Chinese Academy of Sciences Beijing China

6. Department of Geological Sciences University of Alabama Tuscaloosa AL USA

7. College of Mechanics and Materials Hohai University Nanjing China

Abstract

AbstractBedload transport often exhibits dual‐mode behavior due to interactions of spatiotemporal controlling factors with the migrating three‐dimensional bedforms (characterized by the fully developed patterns in the bed, such as alternate bars, pools, and clusters). This study explores dual‐mode bedload transport based on experimental measurements and develops Einstein's exponential‐based model to characterize large fluctuations of bedload sediment discharge. The particle waiting time, particle flux, and bed elevation are measured in a series of well‐controlled laboratory experiments. Flume experiments show that the waiting time distribution of sediments gives a bimodal characteristic, two distinct modes can be identified from the measured data. This study encapsulates this dual‐mode bedload transport behavior in a hyperexponential distribution of sediment resting times and introduces it into the continuous time random walk (CTRW) framework. Considering the scaling limit of the thin/heavy‐tailed CTRW processes, a single‐rate mass transfer (SRMT) and fractional‐derivative SRMT (F‐SRMT) models are obtained, and the model parameters are determined from the hyperexponential distribution. Further analyses reveal that the dual‐mode bedload transport behavior is controlled by mass exchange between the mobile and immobile zones, and a dimensionless index η can quantify the intensity of dual‐mode behavior. Applications show that the dual‐mode bedload transport models are much more accurate in characterizing bedload transport in a mixed‐size gravel bed than the traditional exponential‐based model, and the nonlocal movement of bedload sediments is significant in the mixed‐size gravel bed. Further investigations will focus on the applicability test of the dual‐mode models to other flow regimes and conditions.

Funder

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Publisher

American Geophysical Union (AGU)

Subject

Earth-Surface Processes,Geophysics

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