Simple model of sludge thickening process in secondary settlers

Abstract

In wastewater treatment plants (WWTPs), a secondary settler acts as a clarifier, sludge thickener, and sludge storage tank during peak flows and therefore plays an important role in the performance of the activated sludge process. Sludge thickening occurs in the lower portions of secondary clarifiers during their operation. In this study, by detecting the hindered zone from the complete thickening process of activated sludge, a simple model for the sludge thickening velocity, {\mathit{u}}_{\mathit{s}}=\mathit{a}{\mathit{X}}^{\mathit{b}}(\mathit{a}\mathit{=}0.9925{\mathit{S}\mathit{S}\mathit{V}\mathit{I}}_{3.5},\mathit{b}=-3.541\mathrm{l}\mathrm{n}\left(\mathit{S}\mathit{S}\mathit{V}{\mathit{I}}_{3.5}\right)+12.973), describing the potential and performance of activated sludge thickening in the hindered zone was developed. However, sludge thickening in the compression zone was not studied because sludge in the compression zone showed limited thickening. This empirical model was developed using batch settling data obtained from four WWTPs and validated using measured data from a fifth WWTP to better study sludge thickening. To explore different sludge settling and thickening mechanisms, the curves of sludge thickening and sludge settling were compared. Finally, it was found that several factors including temperature, stirring, initial depth, and polymer conditioning can lead to highly concentrated return sludge and biomass in a biologic reactor.

Keywords

wastewater treatment plants / secondary settler / sludge thickening / sludge settling / hindered zone

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