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.
Authors
- Hui Wang
- Yu Bai (ORCID: https://orcid.org/0000-0002-6052-7766)
- Minghao Wu (ORCID: https://orcid.org/0000-0002-2357-7238)
Institutions
- Zhejiang University of Water Resource and Electric Power (CN)
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