Jesus Gonzalez-Lopez

Prof. Jesus Gonzalez-Lopez

University of Granada, Granada, Spain

Research Focus & Metrics

Academic Career Length

41Years (1986-Present)

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

Representative Publications

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1 March 2005 in Plant and Soil
Verified
Journal Article
Closed access
PDF file
NTN. Tejera
N. Tejera
CLC. Lluch
C. Lluch
MMM. V. Martìnez-Toledo
M. V. Martìnez-Toledo
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez

30 April 2018 in Applied Microbiology and Biotechnology
Verified
Journal Article
Closed access
PDF file
ACAntonio Castellano-Hinojosa
Antonio Castellano-Hinojosa
CACaterina Armato
Caterina Armato
Clementina PozoClementina Pozo
Clementina Pozo
Alejandro Gonzalez-MartinezAlejandro Gonzalez-Martinez
Alejandro Gonzalez-Martinez
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez

1 April 2005 in Ecotoxicology
Verified
Journal Article
Closed access
PDF file
Clementina PozoClementina Pozo
Clementina Pozo
Belén RodelasBelén Rodelas
Belén Rodelas
Concepción CalvoConcepción Calvo
Concepción Calvo
LLL. López
L. López
BJBelen Juarez Jimenez
Belen Juarez Jimenez
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez

9 February 2018 in FEMS Microbiology Letters
Verified
Journal Article
Open access
PDF file
Alejandro Gonzalez-MartinezAlejandro Gonzalez-Martinez
Alejandro Gonzalez-Martinez
BMBarbara Muñoz-Palazon
Barbara Muñoz-Palazon
ARAlejandro Rodriguez-Sanchez
Alejandro Rodriguez-Sanchez
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez
The discovering of anaerobic ammonium oxidation (anammox) process led to the development of autotrophic nitrogen removal systems for the treatment of effluents with low C:N rate. The anammox processes provide an efficient way to remove high concentrations of ammonium compounds from industrial and urban wastewater and covert them to dinitrogen. Nevertheless, recently obtained results suggest new ways for research on autotrophic nitrogen removal system including possibility for low temperature operation, adaptation to high organic matter loads and antibiotics inhibition effect. For these reasons, the prevalence and spatial distribution of anammox communities in autotrophic nitrogen removal wastewater treatment technologies, as well as their role in formation of fixed biofilms, are reviewed here in order to illustrate the present and future significance of these microorganisms in environmental biotechnology.

29 June 2021 in Water
Verified
Journal Article
Open access
PDF file
ARAurora Rosa-Masegosa
Aurora Rosa-Masegosa
Bárbara Muñoz PalazonBárbara Muñoz Palazon
Bárbara Muñoz Palazon
Alejandro Gonzalez-MartinezAlejandro Gonzalez-Martinez
Alejandro Gonzalez-Martinez
Massimiliano FeniceMassimiliano Fenice
Massimiliano Fenice
Susanna GorrasiSusanna Gorrasi
Susanna Gorrasi
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez
Aerobic granular sludge (AGS) comprises an aggregation of microbial cells in a tridimensional matrix, which is able to remove carbon, nitrogen and phosphorous as well as other pollutants in a single bioreactor under the same operational conditions. During the past decades, the feasibility of implementing AGS in wastewater treatment plants (WWTPs) for treating sewage using fundamentally sequential batch reactors (SBRs) has been studied. However, granular sludge technology using SBRs has several disadvantages. For instance, it can present certain drawbacks for the treatment of high flow rates; furthermore, the quantity of retained biomass is limited by volume exchange. Therefore, the development of continuous flow reactors (CFRs) has come to be regarded as a more competitive option. This is why numerous investigations have been undertaken in recent years in search of different designs of CFR systems that would enable the effective treatment of urban and industrial wastewater, keeping the stability of granular biomass. However, despite these efforts, satisfactory results have yet to be achieved. Consequently, it remains necessary to carry out new technical approaches that would provide more effective and efficient AGS-CFR systems. In particular, it is imperative to develop continuous flow granular systems that can both retain granular biomass and efficiently treat wastewater, obviously with low construction, maintenance and exploitation cost. In this review, we collect the most recent information on different technological approaches aimed at establishing AGS-CFR systems, making possible their upscaling to real plant conditions. We discuss the advantages and disadvantages of these proposals and suggest future trends in the application of aerobic granular systems. Accordingly, we analyze the most significant technical and biological implications of this innovative technology.

26 June 2014 in Water
Verified
Journal Article
Open access
PDF file
ARAlejandro Rodriguez-Sanchez
Alejandro Rodriguez-Sanchez
Alejandro Gonzalez-MartinezAlejandro Gonzalez-Martinez
Alejandro Gonzalez-Martinez
MMMaria Victoria Martinez-Toledo
Maria Victoria Martinez-Toledo
MGMaría Jesús García-Ruiz
María Jesús García-Ruiz
Francisco OsorioFrancisco Osorio
Francisco Osorio
Jesus Gonzalez-LopezJesus Gonzalez-Lopez
Jesus Gonzalez-Lopez
Nitrogen is a main contaminant of wastewater worldwide. Novel processes for nitrogen removal have been developed over the last several decades. One of these is the partial nitritation process. This process includes the oxidation of ammonium to nitrite without the generation of nitrate. The partial nitritation process has several advantages over traditional nitrification-denitrification processes for nitrogen removal from wastewaters. In addition, partial nitritation is required for anammox elimination of nitrogen from wastewater. Partial nitritation is affected by operational conditions and substances present in the influent, such as quinolone antibiotics. In this review, the impact that several operational conditions, such as temperature, pH, dissolved oxygen concentration, hydraulic retention time and solids retention time, have over the partial nitritation process is covered. The effect of quinolone antibiotics and other emerging contaminants are discussed. Finally, future perspectives for the partial nitritation process are commented upon.