Numerical Modeling of Biofilm–Flow Dynamics in Gravel-Bed Rivers: A Framework for Sustainable Restoration

This study investigates biofilm–flow interactions in gravel-bed rivers using a novel numerical model. Traditional hydrodynamic models often overlook biofilm-induced roughness coupling, prompting the development of a mesoscopic Lattice Boltzmann Method (LBM) framework that dynamically links biofilm thickness to equivalent roughness. Key insights include a dual-phase mechanism: moderate biofilm growth reduces hydraulic resistance by smoothing gravel pores, while excessive growth increases resistance via flow obstruction. Validated against 65-day flume experiments, the model accurately predicted biomass (ash-free dry mass) and velocity profiles. Current limitations involve reliance on empirical biofilm formulas, lack of natural river validation (non-uniform substrates, dynamic flows), and computational barriers in 3D large-scale simulations. Future directions include integrating biogeochemical factors (temperature, nutrients), multiscale microbial-morphology frameworks, and GPU-accelerated high-resolution modeling.

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Publication Details

Journal
Sustainability
Published
2025-05-27
DOI
https://doi.org/10.3390/su17114905
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
0.00
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article

Numerical Modeling of Biofilm–Flow Dynamics in Gravel-Bed Rivers: A Framework for Sustainable Restoration

Hui Wang, Yu Bai, Minghao Wu
Sustainability
Hydrology and Sediment Transport Processes
article

Numerical Modeling of Biofilm–Flow Dynamics in Gravel-Bed Rivers: A Framework for Sustainable Restoration

Hui Wang, Yu Bai, Minghao Wu
article en

Abstract

This study investigates biofilm–flow interactions in gravel-bed rivers using a novel numerical model. Traditional hydrodynamic models often overlook biofilm-induced roughness coupling, prompting the development of a mesoscopic Lattice Boltzmann Method (LBM) framework that dynamically links biofilm thickness to equivalent roughness. Key insights include a dual-phase mechanism: moderate biofilm growth reduces hydraulic resistance by smoothing gravel pores, while excessive growth increases resistance via flow obstruction. Validated against 65-day flume experiments, the model accurately predicted biomass (ash-free dry mass) and velocity profiles. Current limitations involve reliance on empirical biofilm formulas, lack of natural river validation (non-uniform substrates, dynamic flows), and computational barriers in 3D large-scale simulations. Future directions include integrating biogeochemical factors (temperature, nutrients), multiscale microbial-morphology frameworks, and GPU-accelerated high-resolution modeling.

SustainabilityVol. 17(11)
Zhejiang University of Water Resource and Electric Power (CN)
Openalex Percentile: Top 88%
Hydrology and Sediment Transport Processes
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