B. Arrojo
University of Santiago de Compostela
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Featured researches published by B. Arrojo.
Water Research | 2003
F. Omil; J.M. Garrido; B. Arrojo; R. Méndez
The wastewaters discharged by raw milk quality control laboratories are more complex than the ones commonly generated by dairy factories because of the presence of certain chemicals such as sodium azide or chloramphenicol, which are used for preserving milk before analysis. The treatment of these effluents has been carried out in a full-scale plant comprising a 12 m(3) anaerobic filter (AF) reactor and a 28 m(3) sequential batch reactor (SBR). After more than 2 years of operation, a successful anaerobic treatment of these effluents was achieved, without fat removal prior to the anaerobic reactor. The organic loading rates maintained in the AF reactor were 5-6 kg COD/m(3) d, with COD removal being higher than 90%. No biomass washout was observed, and most of the fat contained in the wastewaters was successfully degraded. The addition of alkalinity is crucial for the maintenance of a proper buffer medium to ensure pH stability. The effluent of the AF reactor was successfully treated in the SBR reactor, and a final effluent with a COD content below 200 mg/l and total nitrogen below 10mg N/l was obtained.
Journal of Environmental Management | 2012
A. Val del Río; M. Figueroa; B. Arrojo; A. Mosquera-Corral; J.L. Campos; G. García-Torriello; R. Méndez
Four lab scale sequencing batch reactors (SBRs) were operated to remove organic matter and nitrogen from four different industrial wastewaters. The biomass grew in the reactors in the form of aerobic granules characterized by good settling properties. The high biomass concentrations achieved inside the reactors allowed reducing the solids concentration in the effluent down to 0.2 g VSS L(-1). The organic loading rates (OLR) applied to reactors ranged between 0.7 and 5.0 g CODL(-1)d(-1) with removal efficiencies of 60-95%. The nitrogen loading rates (NLR) applied varied between 0.15 and 0.65 g NH(4)(+)-NL(-1)d(-1) with variable removal efficiencies in the four systems (between 15% and 76%).
Chemosphere | 2008
B. Arrojo; M. Figueroa; A. Mosquera-Corral; J.L. Campos; R. Méndez
The start up and performance of the Anammox process were tested in sequencing batch reactors with two different configurations: a bubble column (SBR-B) and a gas-lift reactor (SBR-G). Different off-gas upflow velocities were tested (3.53-12.3 cm min(-1)) in order to expose the biomass to different shear conditions and to study their effects on both efficiency and physical properties of the Anammox granular biomass. For the SBR-B the minimum gas upflow velocity needed to achieve biomass suspension inside the reactor was 12.3 cm min(-1). Such velocity made impossible the stable operation of the process. The fluidization of biomass for the SBR-G was reached at a gas upflow velocity of 3.52 cm min(-1). This system maintained an efficiency of nitrite removal around 98% at values up to 5.29 cm min(-1) but when the gas upflow velocity was increased from 5.29 to 9.70 cm min(-1) a significant decrease of the specific Anammox activity of the biomass from 0.35 to 0.05 g Ng(-1) VSS d(-1) was measured. The system lost 85% of its nitrogen removal efficiency which was not restored in spite of returning the gas upflow velocity to its initial value.
Biotechnology Progress | 2004
Eugenio F. Carrasco; F. Omil; J.M. Garrido; B. Arrojo; R. Méndez
The operation of a wastewater treatment plant treating effluents from a dairy laboratory was monitored by an advanced system. This plant comprises a 12 m3 anaerobic filter (AF) reactor and a 28 m3 sequential batch reactor (SBR) coupled in series and is equipped with the following on‐line measurement devices: biogas flow meter, feed and recycling flow meters, temperature sensor, dissolved oxygen analyzer, and redox meter. Other parameters such as chemical oxygen demand (COD), volatile fatty acids (VFA), etc. were determined off‐line. The plant has been in operation for 634 days, the influent flow rate being 6–8 m3/d. COD concentration of the influent ranged between 8 and 12 kg COD/m3, resulting in COD values in the effluent around 50–200 mg/L. The behavior of the system was studied using the set of measurements collected by the data acquisition program especially developed for this purpose. Monitoring of variables such as anaerobic reactor temperature permitted the detection and prevention of several failures such as temperature shocks in the AF reactor. Besides, off‐line measurements such as the alkalinity or the VFA content, together with the on‐line measurements, provided immediate information about the state of the plant and the detection of several anomalies, such as organic overloads in the SBR, allowing the implementation of several fast control actions.
Water Research | 2004
B. Arrojo; A. Mosquera-Corral; J.M. Garrido; R. Méndez
Journal of Biotechnology | 2006
B. Arrojo; A. Mosquera-Corral; J.L. Campos; R. Méndez
Water Science and Technology | 2001
J.M. Garrido; F. Omil; B. Arrojo; R. Méndez; J.M. Lema
Journal of Chemical Technology & Biotechnology | 2004
Ana Dapena-Mora; B. Arrojo; J.L. Campos; A. Mosquera-Corral; R. Méndez
Desalination | 2005
B. Arrojo; A. Mosquera-Corra; J.M. Garrido; R. Méndez; E. Ficara; F. Malpei
Applied Biochemistry and Biotechnology | 2009
J.L. Campos; B. Arrojo; José Ramón Vázquez-Padín; A. Mosquera-Corral; R. Méndez