Abstract In this paper, upflow anaerobic filters separated in two (UAF‐2SS) and three phases (UAF‐3SS) were evaluated for treating landfill leachate, varying volumetric organic load (2.25–4.64?kg/m3‐day), temperature (20°C–34°C), and depth ratio in reactors. Eight hybrid models were formulated, obtaining a determination coefficient upper to 0.7.
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