Alba Cabrera-Codony

Dr. Alba Cabrera-Codony

Laboratory of Chemical and Environmental Engineering, Universitat de Girona, 17004 Girona, Spain
orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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16 May 2014 in Environmental Science & Technology
Verified
Journal Article
Closed access
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
MMMiguel A. Montes Morán
Miguel A. Montes Morán
Manuel Sanchez PoloManuel Sanchez Polo
Manuel Sanchez Polo
MSMaria Jose Martin Sanchez
Maria Jose Martin Sanchez
RGRafael Gonzalez-Olmos
Rafael Gonzalez-Olmos

1 November 2018 in Water Research
Verified
Journal Article
Closed access
TAThiago Caique Alves
Thiago Caique Alves
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
DBDamià Barceló
Damià Barceló
SRSara Rodriguez-Mozaz
Sara Rodriguez-Mozaz
APAdilson Pinheiro
Adilson Pinheiro
RGRafael Gonzalez-Olmos
Rafael Gonzalez-Olmos

1 March 2015 in Journal of Hazardous Materials
Verified
Journal Article
Closed access
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
RGRafael Gonzalez-Olmos
Rafael Gonzalez-Olmos
MSMaria Jose Martin Sanchez
Maria Jose Martin Sanchez

14 January 2023 in Water Research
Verified
Journal Article
Open access
JCJoan Canals
Joan Canals
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
OCOriol Carbó
Oriol Carbó
JTJosefina Torán
Josefina Torán
MMMaria Martín
Maria Martín
Hèctor MonclúsHèctor Monclús
Hèctor Monclús
In high-rate activated sludge (HRAS) processes, reducing the solid retention time (SRT) minimizes COD oxidation and allows to obtain the maximum energy recovery. The aim of this research was to operate a pilot plant with an automatic control strategy to assure the HRAS process stability and high COD fractions removal at very low SRT. This study combines simulation and experimental tools (pilot plant 35 m3·d - 1) operating at SRT (0.2 d), HRT (0.6 h) and DO (0.5 mg·L - 1) treating high-strength raw wastewater, at 18-26°C, at variable flow. The research includes the effects of temperature, influent concentration and MLSS reactor concentration over the sCOD, cCOD and pCOD removal. The study points out that the best parameter to control the HRAS at a low SRT is not strictly the SRT but rather the reactor MLSS concentration: operating at 2,000±200mg·L - 1 assured a stable process despite the large influents variation. Low SVI values of 50-70ml·g - 1 indicated the good settling properties of the biomass. With only a 6.9% COD oxidation, a high organic matter removal (57±9% for COD and 56±10% for BOD5), was reached. The high removal efficiencies for pCOD (74%) compared to the (29%) for sCOD and (12%) for cCOD also confirmed the importance of settling efficiency and stability in the HRAS. The direct correlation between COD influent and COD removal makes advisable to use the HRAS as a replacement of the primary clarifier. The HRAS acted efficiently as a filter for COD and pCOD peak loads and, in a lesser extent, for BOD5, while sCOD peaks were not buffered. The adopted model presented a good fit for COD fractions except for pCOD when the temperature exceeds 23 °C.

1 July 2018 in Chemical Engineering Journal
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Journal Article
Closed access
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
ESEric Santos-Clotas
Eric Santos-Clotas
CAConchi O. Ania
Conchi O. Ania
MSMaria Jose Martin Sanchez
Maria Jose Martin Sanchez

1 December 2019 in Bioresource Technology
Verified
Journal Article
Closed access
ESEric Santos-Clotas
Eric Santos-Clotas
Alba Cabrera-CodonyAlba Cabrera-Codony
Alba Cabrera-Codony
EBEllana Boada
Ellana Boada
FGFrederic Gich
Frederic Gich
RMRaul Muñoz
Raul Muñoz
MSMaria Jose Martin Sanchez
Maria Jose Martin Sanchez