Comparative Analysis of Hybrid Models for Designing Upflow Anaerobic Filters Separated in Two and Three Stages Treating Sanitary Landfill Leachates

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The study aims to compare hybrid models of two and three-stage upflow anaerobic filters for treating landfill leachates.
Processed sanitary landfill leachates from two sites using UAF-2SS and UAF-3SS configurations.
Analyzed six hybrid models based on kinetic parameters and experimental designs.
Configured experimental factors like organic load, temperature, and hydraulic retention time.
Hybrid models HMs-1, HMs-2, HMs-3, and HMs-6 yielded satisfactory results for reactor design based on organic remaining fraction and organic load.
Substrate utilization rate and microbial growth rates increased as organic load decreased in HM5.
Methane yield remained steady across varying conditions of organic load, temperature, and reactor depth ratios.

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Compares two and three-stage upflow anaerobic filters treating landfill leachates, indicating optimal design factors.

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Maldonado‐Maldonado et al. (2026) studied this question.

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