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dc.contributor.authorMichel Mulders
dc.contributor.authorAngel Estevez-Alonso
dc.contributor.authorGerben Roelandt Stouten
dc.contributor.authorJelmer Tamis
dc.contributor.authorMario Pronk
dc.contributor.authorRobbert Kleerebezem
dc.date.accessioned2022-01-30T21:34:35Z
dc.date.available2022-01-30T21:34:35Z
dc.date.issued8/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29EE.1943-7870.0001768.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268461
dc.description.abstractVolatile fatty acids (VFA) may serve as building blocks for the production of chemicals and polymers. A technology enabling high-rate VFA production from carbohydrate-rich wastewater is the anaerobic granular sludge process. In this study, the characteristics of an anaerobic granular sludge process fermenting glucose was evaluated at different solid retention times (SRT). A lab-scale anaerobic sequencing batch reactor fed with 6  g·L−1 glucose was operated at a pH of 5.5 and at SRT values of 1–2, 10–20, and 40–50 days and operated in total for 215 days. A low sludge volume index (SVI) of 1,144  mL·gTSS−1 allowed for the high SRT and high volatile suspended solid (VSS) concentration that reached 59  gVSS·L−1. This high VSS concentration enabled a glucose consumption rate of 1,100  gCOD·L−1·day−1 at an SRT of 40–50 days. Two product spectra were obtained: (1) a propionate:acetate mixture with a ratio of 2.05∶1 (molpropionate:molacetate) produced at an SRT of 40–50 days; and (2) an acetate dominated product spectrum was obtained at 1–2 days and 10–20 days SRT (0.71–0.75 molacetate·molVFA−1). Overall, a high VFA yield between 0.77 and 0.79 was obtained throughout all enrichments. This work demonstrates that high-rate VFA production combining high yields and low solid concentrations in the effluent technologically can be achieved. This work contributes to the implementation of waste-based production of VFA using anaerobic granular sludge.
dc.publisherASCE
dc.titleVolatile Fatty Acid Product Spectrum as a Function of the Solids Retention Time in an Anaerobic Granular Sludge Process
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue8
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001768
dc.page9
dc.treeJournal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 008
dc.contenttypeFulltext


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