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Simulation of two-dimensional attainable regions and its application to model digester structures for maximum stability of anaerobic treatment process.

Authors :
Abunde Neba F
Asiedu NY
Addo A
Morken J
Østerhus SW
Seidu R
Source :
Water research [Water Res] 2019 Oct 15; Vol. 163, pp. 114891. Date of Electronic Publication: 2019 Jul 23.
Publication Year :
2019

Abstract

Unlike high-rate anaerobic digesters that employ some mechanism to retain microbial sludge mass, low-rate systems use sufficiently long hydraulic retention times to ensure process stability, which becomes economically unattractive for treating large quantities of waste. This study presents the use of attainable region to develop a new strategy to enhance the stability of low-rate digesters. By considering three digestion cases, diary manure only (batch 1) or diary manure with granular (batch 2) or lagoon (batch) sludge as innoculum, the following findings were obtained. (1) For a given concentration of volatile acids in an anaerobic digester, higher concentrations of methanogenic archae can be attained using a digester structure (combination of different digesters) as opposed to single digester. (2) For a given digested substrate, a change in the source of inoculum results in a change in the limits of achievability by the system (attainable limits for batches 1, 2 and 3 were 46.486(g/L) <superscript>2</superscript> , 5.562(g/L) <superscript>2</superscript> and 0.551(g/L) <superscript>2</superscript> , which resulted in performance improvements of 118.604%,175.627% and 200.436% respectively), and hence optimal digester structure. The evidence from this study suggests that the technique can be used to simultaneously improve process stability, define performance targets and propose digester structures required to achieve a given target.<br /> (Copyright © 2019 Elsevier Ltd. All rights reserved.)

Details

Language :
English
ISSN :
1879-2448
Volume :
163
Database :
MEDLINE
Journal :
Water research
Publication Type :
Academic Journal
Accession number :
31362216
Full Text :
https://doi.org/10.1016/j.watres.2019.114891