Hostname: page-component-7b7567c8c-mnklg Total loading time: 0 Render date: 2026-11-12T08:18:50.272Z Has data issue: false hasContentIssue false

A velocity-variation-based formulation for bedload particle hops in rivers

Published online by Cambridge University Press:  16 February 2021

Zi Wu*
Affiliation:
State Key Laboratory of Hydroscience and Engineering; Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, PR ChinaDepartment of Civil, Environmental and Construction Engineering, University of Central Florida, Orlando, FL 32816, USADepartment of Civil and Environmental Engineering, University of California Irvine, Irvine, CA 92697, USA
Arvind Singh
Affiliation:
Department of Civil, Environmental and Construction Engineering, University of Central Florida, Orlando, FL 32816, USA
Efi Foufoula-Georgiou
Affiliation:
Department of Civil and Environmental Engineering, University of California Irvine, Irvine, CA 92697, USADepartment of Earth System Science, University of California Irvine, Irvine, CA 92697, USA
Michele Guala
Affiliation:
St. Anthony Falls Laboratory, Department of Civil, Environmental and Geo-Engineering, University of Minnesota, Minneapolis, MN 55414, USA
Xudong Fu
Affiliation:
State Key Laboratory of Hydroscience and Engineering; Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, PR China
Guangqian Wang
Affiliation:
State Key Laboratory of Hydroscience and Engineering; Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, PR China
*
†Email addresses for correspondence: wuzi@tsinghua.edu.cn, wuzi@pku.edu.cn

Abstract

Bedload particle hops are defined as successive motions of a particle from start to stop, characterizing one of the most fundamental processes of bedload sediment transport in rivers. Although two transport regimes have been recently identified for short and long hops, respectively, there is still the lack of a theory explaining the mean hop distance–travel time scaling for particles performing short hops, which dominate the transport and may cover over 80 % of the total hop events. In this paper, we propose a velocity-variation-based formulation, the governing equation of which is intrinsically identical to that of Taylor dispersion for solute transport within shear flows. The key parameter, namely the diffusion coefficient, can be determined by hop distances and travel times, which are easier to measure and more accurate than particle accelerations. For the first time, we obtain an analytical solution for the mean hop distance–travel time relation valid for the entire range of travel times, which agrees well with the measured data. Regarding travel times, we identify three distinct regimes in terms of different scaling exponents: respectively, $\sim$1.5 for the initial regime and $\sim$5/3 for the transition regime, which define the short hops, and 1 for the Taylor dispersion regime defining long hops. The corresponding distribution of the hop distance is analytically obtained and experimentally verified. We also show that the conventionally used exponential distribution, as proposed by Einstein, is solely for long hops. Further validation of the present formulation is provided by comparing the simulated accelerations with measurements.

Information

Type
JFM Papers
Copyright
© The Author(s), 2021. Published by Cambridge University Press
Figure 0

Figure 1.An example of velocity trajectory during the hop of a single bedload particle, which is randomly selected from the high-resolution experimental measurements (Fathel et al.2015).

Figure 1

Figure 2.Bedload particle velocity variation statistics for the experimentally measured hops (Fathel et al.2015). (a) The p.d.f. of the experimentally measured velocity variations. Notice that we have scaled the velocity variation ${\rm \Delta} u$ by a characteristic maximum velocity $u_0 = U_{max}$. (b) QQ plot illustrates the deviation of the measured p.d.f. of velocity variation ${\rm \Delta} u$ from a normal distribution, suggesting a non-Gaussian distribution for the random variable $R$ in (2.1).

Figure 2

Figure 3.Schematic representation of the nonlinear transformation that maps the velocity $u$ to a scaled velocity $\zeta$. (a) The velocity increases linearly as $u$ increases from 0 to $U_{max}$ in the $u$-axis. (b) After the transformation, the velocity increases in a nonlinear manner as $\zeta$ increase from 0 to 1: slower when $\zeta$ is closer to 0 while faster when $\zeta$ is closer to 1.

Figure 3

Figure 4.QQ plot illustrates how close the p.d.f. of transformed velocity variation ${\rm \Delta} \zeta$ can be described by a normal distribution. Compared with results in figure 2(b), a normal distribution fits much better to ${\rm \Delta} \zeta$ instead of ${\rm \Delta} u$. This verifies our hypothesis that a nonlinear transformation exists for modelling the velocity variation with respect to the $\zeta$-axis by a diffusion equation, i.e. (2.4).

Figure 4

Figure 5.Empirical p.d.f. of transformed velocity variation ${\rm \Delta} \zeta$ and the fitted normal distribution. The fitted theoretical distribution in the figure has a zero mean and a standard deviation of $\sigma \approx 0.18$.

Figure 5

Figure 6.(a) Sketch for particle hops with the same travel time $\tau$. Note that the hop/travel distance is an average for an ensemble of particle hops. (b)Mean hop/travel distances calculated based on travel times of particle hops for 0.04 s increments, up to 0.36 s. It is seen that the assumption of $L_h(\tau ) = 2L(t_0)$ is well supported by empirical data for hops under different travel times, which is critical to ‘translate’ the solution of (2.29) to obtain the mean hop distance–travel time relation ($L_h$–$\tau$).

Figure 6

Figure 7.Scaling regimes for mean hop distances ($L_h$) and travel times ($\tau$) of bedload particle hops. (a) Effects of diffusion coefficient $D$, with two characteristic times of $0.1/D$ and $1/D$ marked for the blue curve of $D = 100$ s$^{-1}$ indicating three stages, respectively, as an initial, a transition and the Taylor dispersion regime. (b) Comparison between the experimental data (Fathel et al.2015) for the mean hop distances, which is the same as that presented in figure 4(b) by Wu et al. (2020), and the analytical solution (3.14) with parameters of $D = 4$ s$^{-1}$ and $U = 5.56$ cm s$^{-1}$.

Figure 7

Figure 8.The p.d.f. of bedload particle hop distance. (a) Comparison between the experimental data (Fathel et al.2015) and the theoretical result of (3.16). The inset shows the same results presented in linear–log plot. (b) Analytical solution for the hop-distance distribution of long hops, in contrast to the Weibull-like front of the distribution for short hops. If there exist only long hops, (3.18) should shift vertically and approach (3.19), which is the exponential p.d.f. for hop-distances conventionally adopted by Einstein (1950) and others in their research.

Figure 8

Figure 9.Comparison of acceleration p.d.f.s between the experimental data (Fathel et al.2015) and results of numerical simulation based on the proposed theoretical framework. The Laplace distribution in the figure (blue line) is $f( {{a_x}} ) = ({1}/{{2\lambda }})\exp ( { - {{| {{a_x}} |}}/{\lambda }} )$, where $a_x$ is the acceleration (cm s$^{-2}$ ) and the parameter $\lambda =610$ cm s$^{-2}$.

Figure 9

Figure 10.Demonstration that the acceleration p.d.f. in figure 9 is not the result of the exponential distribution of (2.14). The fitted Laplace distribution (red line) to the simulated accelerations in this figure has a very different variance compared to the Laplace p.d.f. in figure 9 (also reproduced here as the blue line). This is because the numerically simulated accelerations were obtained by differences of two velocities each randomly drawn from the exponential distribution of (2.14), rather than that generated by a normally distributed random variable $R$ as seen in (2.24a) and presented in figure 9.