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Features of aerobic granular sludge formation treating fluctuating industrial saline wastewater at pilot scale.
Carrera, P; Casero-Díaz, T; Castro-Barros, C M; Méndez, R; Val Del Río, A; Mosquera-Corral, A.
Affiliation
  • Carrera P; CRETUS Institute, Department of Chemical Engineering, Universidade de Santiago de Compostela, E-15782, Santiago de Compostela, Spain. Electronic address: paulacarrerafdez@gmail.com.
  • Casero-Díaz T; Cetaqua - Galician Water Research Centre Foundation, Emprendia Building, Campus Vida, E-15782, Spain. Electronic address: tamara.casero@suez.com.
  • Castro-Barros CM; Cetaqua - Galician Water Research Centre Foundation, Emprendia Building, Campus Vida, E-15782, Spain. Electronic address: cmcastro@cetaqua.com.
  • Méndez R; CRETUS Institute, Department of Chemical Engineering, Universidade de Santiago de Compostela, E-15782, Santiago de Compostela, Spain. Electronic address: ramon.mendez.pampin@usc.es.
  • Val Del Río A; CRETUS Institute, Department of Chemical Engineering, Universidade de Santiago de Compostela, E-15782, Santiago de Compostela, Spain. Electronic address: mangeles.val@usc.es.
  • Mosquera-Corral A; CRETUS Institute, Department of Chemical Engineering, Universidade de Santiago de Compostela, E-15782, Santiago de Compostela, Spain. Electronic address: anuska.mosquera@usc.es.
J Environ Manage ; 296: 113135, 2021 Oct 15.
Article in En | MEDLINE | ID: mdl-34229140
ABSTRACT
A pilot-scale sequencing batch reactor, with a working volume of 3 m3, was installed in a fish cannery to develop aerobic granular sludge treating the produced effluents. Depending on the nitrogen (N) and organic matter (COD) concentration, the effluents were named in this study as medium-low-strength (Stage I) and high-strength (Stage II) wastewater. The composition of the wastewater was found to be a crucial factor to select granule-forming organisms. With medium-low-strength wastewater as feeding, the first granules were observed after 30 days, but the extremely high COD/N ratios of the wastewater provoked the overgrowth of filamentous bacteria after 4 months of operation (Stage I). When treating high-strength wastewater, stable aggregates with good settleability appeared, but well-shaped granules were not observed since the granulation process was not completed. The system was able to remove both COD (70-95%) and N (30-90%) treating both types of effluents. Biomass growth was the main N removal pathway. The reactor was found to be robust against factory production stops and, thus, a suitable alternative to treat wastewater from industries with discontinuous operation.
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Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Sewage / Wastewater Limits: Animals Language: En Journal: J Environ Manage Year: 2021 Type: Article

Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Sewage / Wastewater Limits: Animals Language: En Journal: J Environ Manage Year: 2021 Type: Article