2019
DOI: 10.3390/w11040665
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An Analysis of the Factors Affecting Hyporheic Exchange based on Numerical Modeling

Abstract: The hyporheic zone is a transition zone for the exchange of matter and energy between surface water and subsurface water. The study of trends and sensitivities of bed hyporheic exchanges to the various influencing factors is of great significance. The surface−groundwater flow process was simulated using a multiphysics computational fluid dynamics (CFD) method and compared to previous flume experiments. Based on that, the single-factor effects of flow velocity (u), water depth (H), dune wave height (h), and bed… Show more

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Cited by 10 publications
(6 citation statements)
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“…A 2D numerical model was implemented to couple the surface flow field (described by the Navier-Stokes equations with L-VEL turbulence closing model) with the underlying flow in the porous media (described by the Brinkman equations) (Ren et al 2019a;O'Connor et al 2008). The Brinkman equations account for the laminar momentum transfer in terms of kinetic and viscous forces at the interface between the two flow domains.…”
Section: Coupled Surface Water and Pore-water Flow Modelmentioning
confidence: 99%
“…A 2D numerical model was implemented to couple the surface flow field (described by the Navier-Stokes equations with L-VEL turbulence closing model) with the underlying flow in the porous media (described by the Brinkman equations) (Ren et al 2019a;O'Connor et al 2008). The Brinkman equations account for the laminar momentum transfer in terms of kinetic and viscous forces at the interface between the two flow domains.…”
Section: Coupled Surface Water and Pore-water Flow Modelmentioning
confidence: 99%
“…Integration of theoretical advances into modelling studies is urgently required. Although the understanding of HZ processes has improved over the past decades, most numerical models still use different model concepts for groundwater and turbulent open channel flow, assuming hydrostatic pressure distributions, and couple these models [124,[224][225][226][227][228][229][230][231][232]. Until now, only a few fully integrated surface water-groundwater flow models exist, such as HydroGeoSphere [233] or the solver porousInter by Oxtoby et al [234].…”
Section: Innovative Modelling Approachesmentioning
confidence: 99%
“…A vegetation patch can be present in a gravel bed when there is a sand or silt layer under the gravel layer below the SWI (Jahadi et al, 2019). Although the permeability of the sediment selected in this study was relatively large considering the calculation load, the qualitative law can, to a certain extent, also guide hyporheic exchange in the low‐permeability sediment layer containing vegetation patches (Ren et al, 2019). In addition, to study the relationship between the hyporheic exchange flux and permeability as well as the Reynolds number of the overlying water, under the condition of not activating the solute transport channel and changing the particle size of the sediment and average velocity of the incoming flow, 30 groups of conditions were simulated (see Section 3.3 for details).…”
Section: Methodsmentioning
confidence: 99%