Pore-resolved simulations of turbulent boundary layer flow over permeable and impermeable sediment beds
Shashank K. Karra, Sourabh V. Apte, Xiaoliang He, Timothy D., Scheibe

TL;DR
This study uses pore-resolved direct numerical simulations to compare turbulence over permeable and impermeable sediment beds, revealing how permeability and roughness influence flow dynamics and shear stresses in aquatic environments.
Contribution
It provides new insights into the effects of sediment permeability and roughness on turbulence structure and shear stresses using detailed pore-resolved simulations.
Findings
Permeable beds and impermeable full-layer walls show similar turbulence characteristics.
Bed roughness increases Reynolds shear stress, while permeability mainly affects form-induced shear stress.
Permeability influences the probability of extreme shear stress events, impacting hyporheic exchange modeling.
Abstract
Pore-resolved direct numerical simulations of turbulent open channel flow are performed comparing the structure and dynamics of turbulence over impermeable rough and smooth walls to a porous sediment bed at permeability Reynolds number () of 2.6, representative of aquatic beds. Four configurations are investigated; namely, (i) permeable bed with randomly packed sediment grains, (ii) an impermeable-wall with full layer of roughness elements matching the top layer of the sediment bed, (iii) an impermeable-wall with half layer of roughness elements , and (iv) a smooth wall. A double-averaging methodology is used to compute the mean velocity, Reynolds stresses, form-induced stresses, and turbulent kinetic energy budget. It is observed that the mean velocity, Reynolds stresses, and form-induced pressure-velocity correlations representing upwelling and downwelling fluxes are similar in…
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Taxonomy
TopicsHydrology and Sediment Transport Processes · Flood Risk Assessment and Management · Soil erosion and sediment transport
