Biosolids reduction by the oxic-settling-anoxic process: Impact of sludge interchange rate.

Bioresour Technol

Strategic Water Infrastructure Laboratory, School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW 2522, Australia.

Published: June 2016

AI Article Synopsis

  • The study examined how different sludge interchange rates (SIR) affect sludge reduction in the oxic-settling-anoxic (OSA) process, comparing it to a traditional system.
  • At a SIR of 11%, the OSA system showed optimal performance with increased sludge reduction when using unsettled sewage compared to settled sewage.
  • The findings indicate that while higher SIR enhances volatile solids destruction and efficient nitrification/denitrification, it doesn't impact effluent quality or sludge settleability in the main bioreactor.

Article Abstract

The impact of sludge interchange rate (SIR) on sludge reduction by oxic-settling-anoxic (OSA) process was investigated. The sludge yield of an OSA system (a sequencing batch reactor, SBR, integrated with external anoxic reactors) was compared to that of a control (an SBR attached to a single-pass aerobic digester). SIR (%) is the percentage by volume of sludge returned from the external reactor into the main bioreactor of the OSA, and was varied from 0% to 22%. OSA achieved greater sludge reduction when fed with unsettled sewage (sCOD=113mg/L) rather than settled sewage (sCOD=60mg/L). The SIR of 11% resulted in the highest OSA performance. At the optimum SIR, higher volatile solids destruction and nitrification/denitrification (i.e., conversion of destroyed volatile solids into inert forms) were observed in the external anoxic and intermittently aerated (i.e., aerobic/anoxic) reactors, respectively. Denitrification in the aerobic/anoxic reactor was inefficient without SIR. Effluent quality and sludge settleability of the main SBR were unaffected by SIR.

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Source
http://dx.doi.org/10.1016/j.biortech.2016.01.010DOI Listing

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