4.8 Article

Application of biogas recirculation in anaerobic granular sludge system for multifunctional sewage sludge management with high efficacy energy recovery

Journal

APPLIED ENERGY
Volume 298, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.apenergy.2021.117212

Keywords

Sewage sludge; Up-flow anaerobic granular sludge system; Biogas recirculation; Energy recovery; Sludge dewaterability

Funding

  1. JSPS KAKENHI [JP18H03403, JP16H06382]
  2. China Scholarship Council

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The study found that biogas recirculation can increase the CH4 production rate, reduce the lag-phase duration, and enhance the CH4 content; the system also improves the dewaterability of digested sludge and induces microbial self-aggregation; energy balance analysis demonstrates an increase in net energy recovery for the system.
This study investigated the possibility of biogas recirculation-driven anaerobic granular sludge system for sewage sludge treatment, aiming to develop an energy sufficient and multifunctional anaerobic digestion (AD) system for sewage sludge with biogas upgrading, sludge stabilization and self-aggregation. Results show that biogas recirculation could enhance the CH4 production rate by 31-44% and shorten the lag-phase duration to 0.08-0.2 day with simultaneous increment of CH4 content (> 83% in this study). The reason is mainly associated with the stronger interspecies electron transfer under the biogas recirculation condition. In addition, 37-40% better dewaterability of the digested sludge was achieved, implying the occurrence of self-aggregation of microbial cells induced by biogas recirculation. Energy balance analysis reflects that this sewage sludge treatment system could enhance the net energy recovery by 78-85%. Moreover, almost no obvious influence was noticed on the seed granules' composition and properties. These findings suggest that the biogas recirculation-driven anaerobic granular sludge system could be a promising alternative for sewage sludge treatment, which can improve biogas quality and sludge dewaterability simultaneously towards sludge self-aggregation with no addition of other chemicals.

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