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The route towards stable and efficient anaerobic digestion of fibrous wastewater from pulp and paper mills in high-rate CSTRs with sludge recirculation

Ekstrand, Eva-Maria, 1985- (author)
Linköpings universitet,Tema Miljöförändring,Filosofiska fakulteten
Karlsson, Marielle (author)
Linköpings universitet,Tema vatten i natur och samhälle,Filosofiska fakulteten
Truong, Xu-Bin (author)
Scandinavian Biogas
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Björn, Annika (author)
Linköpings universitet,Tema Miljöförändring,Filosofiska fakulteten
Karlsson, Anna (author)
Scandinavian Biogas
Svensson, Bo H. (author)
Linköpings universitet,Tema Miljöförändring,Filosofiska fakulteten
Ejlertsson, Jörgen (author)
Scandinavian Biogas
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 (creator_code:org_t)
2015
2015
English.
  • Conference paper (other academic/artistic)
Abstract Subject headings
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  • The pulp and paper industry carries high costs in wastewater treatment. By combining present techniques with anaerobic digestion (AD), expenses for electricity use and sludge disposal can be reduced. The large wastewater volumes require high-rate systems sensitive to suspended solids, and this has so far excluded treatment of the energy-rich wood fibres. In this study, AD of fibrous wastewater was examined in high-rate CSTRs with sludge recirculation. Two lab-scale reactors (4L) were run for 780 days. Once a day, reactor sludge was withdrawn and centrifuged. The main part of the supernatant was discarded, while the pellet was suspended with the substrate and returned to the reactor. This gave a sludge retention time of 10-16 days and a hydraulic retention time of 4-8 days. One reactor (denoted R1) was fed with fibre sludge, and the second reactor (denoted R2) was co-digesting fibre sludge and activated sludge. Both substrates were taken from a Kraft mill in Sweden. Initially, both reactors experienced frequent drops in pH, and continuous alkali supplements were necessary for process stability. Additions of magnesium and potassium were also needed to obtain stable process performance at an OLR of 3 g VS L-1·day-1. R1 and R2 behaved similarly, but R2 (co-digestion) was more robust with less or no fluctuations in VFA and pH. Addition of activated sludge also to R1 allowed an increase in OLR to 4 g VS L-1·day-1. In summary, stable and efficient operation of a high-rate CSTR with sludge recirculation digesting fibre sludge was achieved at an OLR of 4 g VS L-1·day-1, a HRT of 4 days and a methane production of 260±20 Nml. In addition, co-digestion with activated sludge stabilized the performance at increased OLR and thus gave more methane produced per reactor volume.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Kemiteknik -- Annan kemiteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Chemical Engineering -- Other Chemical Engineering (hsv//eng)

Keyword

Anaerobic digestion
fibre sludge
nutrient deficiency
pulp and paper mill
sludge recirculation

Publication and Content Type

vet (subject category)
kon (subject category)

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