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dc.contributor.authorTamis Jelmer;Mulders Michel;Dijkman Henk;Rozendal René;van Loosdrecht Mark. C. M.;Kleerebezem Robbert
dc.date.accessioned2019-02-26T07:41:10Z
dc.date.available2019-02-26T07:41:10Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001444.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248723
dc.description.abstractIn this study, the suitability of paper industry wastewater for production of polyhydroxyalkanoate (PHA) was investigated in a pilot reactor in an industrial setting. The pilot plant was designed as a three-step process comprising (1) anaerobic fermentation for maximization of the volatile fatty acid (VFA) concentration, (2) enrichment of PHA-producing biomass, and (3) accumulation for maximization of the PHA content of the biomass. After fermentation, the paper mill process water contained a VFA fraction of 78% on a chemical oxygen demand (COD) basis. The length of the feast phase in the enrichment process stabilized at 45  min±4  min after 18 days of operation. At the end of the feast phase all VFA was consumed and the PHA content of the volatile suspended solids (VSS) was .5  g PHA/g VSS±.5  g PHA/g VSS. The acquired microbial community was dominated by Plasticicumulans acidivorans, a PHA-producing microorganism previously found to dominate VFA-fed laboratory reactors. The maximum PHA content achieved after accumulation was .7 to .8 g PHA/g VSS. An overall PHA yield of 34% on a COD basis was achieved. Improving the VFA fraction in the product spectrum of the fermentation and minimization of acid and base consumption for pH control were identified as major bottlenecks.
dc.publisherAmerican Society of Civil Engineers
dc.titlePilot-Scale Polyhydroxyalkanoate Production from Paper Mill Wastewater: Process Characteristics and Identification of Bottlenecks for Full-Scale Implementation
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue10
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001444
dc.page4018107
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 010
dc.contenttypeFulltext


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