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A multi-scale framework for modeling transport of microplastics during sand filtration: Bridging from pore to continuum
Summary
Researchers combined column experiments with numerical modeling across six operating parameters to investigate microplastic transport during deep bed sand filtration, applying Fourier amplitude sensitivity tests to identify particle and collector size as dominant controls, and introducing Damkohler numbers to characterize the competing attachment, detachment, and straining mechanisms at pore and continuum scales.
The fate and transport of microplastics (MPs) during deep bed filtration were investigated using combined laboratory experiments and numerical modeling. A series of column experiments were conducted within the designated ranges of six operating parameters (i.e., size of the MP and collector, seepage velocity, porosity, temperature, and ionic strength). A variance-based sensitivity analysis, the Fourier amplitude sensitivity test, was conducted to determine the priority in affecting both the attachment coefficient at the pore scale, and the subsequent stabilized height of the breakthrough curve at the continuum scale, which follows non-monotonic trends with singularity in the size of MP (i.e., 1 µm). Finally, Damkohler numbers were introduced to analyze the dominant mechanisms (e.g., attachment, detachment, or straining) in the coupled hydro-chemical process. The robustness of conceptual frameworks bridges the gap between pore-scale interactions and the explicit MPs removal in the continuum scale, which could support decision-making in determining the priority of parameters to retain MPs during deep bed filtration.
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