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This paper presents a model for the secondary clarifier in wastewater treatment, integrating it with the Activated Sludge Model No. 1 to enhance predictions of effluent quality. The model is based on zone settling theory and includes empirical relationships to account for non-settled sludge in the effluent, linking hydraulic and suspended solids loads. The authors provide examples of computer simulations and verification of the model

Author
305773253
Language
EN

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