Abstract:Surface reactions such as the adsorption and desorption at boundaries are very common for solute dispersion in many applications of chemistry, biology, hydraulics, etc. To study how reversible adsorption affects the transient dispersion, Zhang, Hesse & Wang (J. Fluid Mech., vol. 828, 2017, pp. 733–752) have investigated the temporal evolution of moments using the Laplace transform method. Owing to difficulties introduced by the adsorption–desorption boundary condition, great challenges arise from the inver… Show more
“…where the deposition rate Γ * can be related to P stop . Equation (2.5) is a Robin (third-type) boundary condition for partially reflecting boundaries, often used in reactive transport problems (Singer et al 2008;Andrews 2009;Jiang et al 2022;Wang et al 2022b).…”
Section: Initial and Boundary Conditionsmentioning
Understanding the statistics of bedload particle motions is of great importance. To model the hop events which are defined as trajectories of particles moving successively from the start to the end of their motions, recently, Wu et al. (Water Resour. Res., vol. 56, 2020, p. e2019WR025116) have successfully performed individual-based simulations according to the Fokker–Planck equation for particle velocities. However, analytical solutions are still not available due to (i) difficulties in treating the velocity-dependent diffusivity, and (ii) a knowledge gap in incorporating the termination of particle motions for the equation. To tackle the above-mentioned challenges, we first specify a Robin boundary condition representing the deposition of particles. Second, for analytical solutions of hop statistics, a variable transformation is devised to deal with the velocity-dependent diffusivity. The original bedload transport problem is thus found to be governed by the classic equation for the solute transport in tube flows with a constant diffusivity after the transformation. Finally, through solving the spatial and temporal moments of the governing equation, we investigate the influence of the deposition rate on three key characteristics of particle hops. Importantly, we have related the deposition rate to the mean travel times and hop distances, enabling a direct determination of this physical parameter based on measured particle motion statistics. The analytical solutions are validated by experimental observations with different bedload particle diameters and transport conditions. Based on the limited experimental datasets, the deposition frequency is shown to decrease as the shear stress increases when the flow rate is not small.
“…where the deposition rate Γ * can be related to P stop . Equation (2.5) is a Robin (third-type) boundary condition for partially reflecting boundaries, often used in reactive transport problems (Singer et al 2008;Andrews 2009;Jiang et al 2022;Wang et al 2022b).…”
Section: Initial and Boundary Conditionsmentioning
Understanding the statistics of bedload particle motions is of great importance. To model the hop events which are defined as trajectories of particles moving successively from the start to the end of their motions, recently, Wu et al. (Water Resour. Res., vol. 56, 2020, p. e2019WR025116) have successfully performed individual-based simulations according to the Fokker–Planck equation for particle velocities. However, analytical solutions are still not available due to (i) difficulties in treating the velocity-dependent diffusivity, and (ii) a knowledge gap in incorporating the termination of particle motions for the equation. To tackle the above-mentioned challenges, we first specify a Robin boundary condition representing the deposition of particles. Second, for analytical solutions of hop statistics, a variable transformation is devised to deal with the velocity-dependent diffusivity. The original bedload transport problem is thus found to be governed by the classic equation for the solute transport in tube flows with a constant diffusivity after the transformation. Finally, through solving the spatial and temporal moments of the governing equation, we investigate the influence of the deposition rate on three key characteristics of particle hops. Importantly, we have related the deposition rate to the mean travel times and hop distances, enabling a direct determination of this physical parameter based on measured particle motion statistics. The analytical solutions are validated by experimental observations with different bedload particle diameters and transport conditions. Based on the limited experimental datasets, the deposition frequency is shown to decrease as the shear stress increases when the flow rate is not small.
“…see Poddar et al [40]), surface reaction such as adsorption and desorption (e.g. see Jiang et al [45]). The analysis based on a more fundamental initial condition such as solute release at a point source (e.g.…”
Section: Discussionmentioning
confidence: 99%
“…see Jiang et al. [45]). The analysis based on a more fundamental initial condition such as solute release at a point source (e.g.…”
Section: Discussionmentioning
confidence: 99%
“…[40]; Jiang et al. [45]). Because of the relevance of wetland flows with the porous media flows, it has also received attention in the field of wastewater treatment, ecological restoration, flood management, biodiversity protection and ecological remodelling [26–29].…”
Section: Introductionmentioning
confidence: 99%
“…Solute transport in liquid-filled porous medium flows offers some insights to understand the scientific and technological significance due its potential applications in engineering and biological situations, such as the movement of minerals (such as fertilizers) in soils, the transport of contaminants in soils, the movement of nutrients in bones, the intrusion of salt in fresh water in soils near ocean coasts, secondary recovery methods in oil reservoirs (where the injected fluid dissolves the reservoir's soil), the use of tracers in petroleum engineering, solute transport in the CNS, blood transport in impeded blood vessels and many more (see the studies by Goldsztein [34]; Bear [41]; Wu et al [28]; Dentz et al [42]; Sharp et al [37]; Jiang & Chen [43]; Roy et al [38]; Yang et al [44]; Poddar et al [40]; Jiang et al [45]). Because of the relevance of wetland flows with the porous media flows, it has also received attention in the field of wastewater treatment, ecological restoration, flood management, biodiversity protection and ecological remodelling [26][27][28][29].…”
A multiple-scale perturbation analysis is presented to analyse the two-dimensional concentration distribution of passive contaminant released in an incompressible viscous fluid flowing between two parallel plates filled with a porous medium. The flow is driven by the combined effect of the upper plate oscillation in its own plane moving with a constant velocity, and the periodic pressure gradient. Mei’s homogenization technique is used to find the concentration distribution up to third order, complemented with the dispersion coefficients for four different situations, namely, steady, pulsatile, oscillatory and the combined effect of all these. We observe that when the flow is under the combined effect of wall oscillation and pressure pulsation, then the respective frequency (Womersley number) and amplitude parameters oppose each other while influencing the dispersion coefficient. Our analysis reveals that for a fixed amplitude of oscillation and pulsation, the frequency of pressure pulsation has a stronger effect on the dispersion coefficient compared with the wall oscillation. On the other hand, when the Womersley number is kept fixed, amplitude of the wall oscillation dominates the pressure pulsation. This behaviour is more prominent for higher values of the Darcy number. The transverse concentration distribution and its dependency on porous medium parameters are also discussed in detail.
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