Hèctor Monclús

Dr. Hèctor Monclús

LEQUIA, University of Girona, 17004 Girona, Spain
orcid

Research Focus & Metrics

Academic Career Length

19Years (2008-Present)

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

Representative Publications

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1 January 2010 in Desalination
Verified
Journal Article
Closed access
JSJan Sipma
Jan Sipma
BOBegoña Osuna
Begoña Osuna
NCNeus Collado
Neus Collado
Hèctor MonclúsHèctor Monclús
Hèctor Monclús
Giuliana FerreroGiuliana Ferrero
Giuliana Ferrero
IRIgnasi Rodríguez-Roda
Ignasi Rodríguez-Roda

1 June 2010 in Bioresource Technology
Verified
Journal Article
Closed access
Hèctor MonclúsHèctor Monclús
Hèctor Monclús
JSJan Sipma
Jan Sipma
Giuliana FerreroGiuliana Ferrero
Giuliana Ferrero
IRIgnasi Rodríguez-Roda
Ignasi Rodríguez-Roda
Joaquim ComasJoaquim Comas
Joaquim Comas

1 April 2011 in Bioresource Technology
Verified
Journal Article
Closed access
Elisabet MartiElisabet Marti
Elisabet Marti
Hèctor MonclúsHèctor Monclús
Hèctor Monclús
JJJuan Jofre
Juan Jofre
IRIgnasi Rodríguez-Roda
Ignasi Rodríguez-Roda
Joaquim ComasJoaquim Comas
Joaquim Comas
JBJose Luis Balcazar
Jose Luis Balcazar

1 February 2008 in Water Research
Verified
Journal Article
Closed access
SPS. Puig
S. Puig
MCMarta Coma
Marta Coma
Hèctor MonclúsHèctor Monclús
Hèctor Monclús
MLMark van Loosdrecht
Mark van Loosdrecht
JCJ. Colprim
J. Colprim
MBM D Balaguer
M D Balaguer

1 August 2018 in Process Safety and Environmental Protection
Verified
Journal Article
Closed access
MCMariem Chtourou
Mariem Chtourou
MMMaryam Mallek
Maryam Mallek
MDMontserrat Dalmau
Montserrat Dalmau
JMJulian Alexander Mamo
Julian Alexander Mamo
ESEric Santos-Clotas
Eric Santos-Clotas
Hèctor MonclúsHèctor Monclús
Hèctor Monclús

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.