AI Article Synopsis

  • Volatile fatty acids (VFAs) are valuable byproducts of anaerobic digestion, and co-digesting sewage sludge with organic waste can enhance resource recovery and sustainable waste management.
  • Research examined how different proportions of organic waste affect VFA production, finding that higher organic waste increases the yield of longer-chain acids like valeric and caproic acid.
  • In long-term operations, caproic acid became the dominant VFA, and the effluent from co-digestion was more effective than traditional carbon sources for denitrification in wastewater treatment.

Article Abstract

Volatile fatty acids (VFAs) are intermediates of anaerobic digestion with high value and wide range of usage. Co-digestion of sewage sludge and external organic waste (OW) for VFA production can help achieve both resource recovery and ensure sustainable and innovative waste management. In view of this, the effect of substrate proportions on VFA production from co-digestion of primary sewage sludge and OW is studied. Long-term operation in a semi-continuous reactor was performed to assess the resilience of such a system and the VFA-rich effluent was tested for its ability to be used as carbon source for denitrification. Co-digestion was initially carried out in batch reactors with OW proportion of 0%, 25%, 50%, 75%, 100% in terms of COD and scaled up in a semi-continuous reactor operation with 50% OW. In the short-term operation in the batch mode, acetic acid dominated, however, increasing OW fraction resulted in increased valeric and caproic acid production. Moreover, in the long-term semi-continuous operation, caproic acid dominated, accounting for ≈55% of VFAs. The VFA-rich effluent from the semi-continuous reactor achieved the highest denitrification rate as a carbon source when compared with acetic acid and methanol. The results demonstrate that co-fermentation can increase VFA yield and shift products from acetic acid to caproic acid in long-term operation and the VFAs can be used within wastewater treatment plants to close the loop.

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Source
http://dx.doi.org/10.1016/j.wasman.2020.05.027DOI Listing

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