Roberta Ferrentino

Dr. Roberta Ferrentino

University of Trento, Italy
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orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

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

Representative Publications

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4 February 2023 in Water
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Journal Article
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Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
Michela LangoneMichela Langone
Michela Langone
Luca FioriLuca Fiori
Luca Fiori
Gianni AndreottolaGianni Andreottola
Gianni Andreottola
In recent years, increasing attention has been paid to the problem of sewage sludge management and the relevant energy consumption, which represent the main cost items in wastewater treatment plants. Therefore, implementation of technologies that can reduce sludge production and ensure a positive impact on the energy of the entire sewage treatment plant has gained considerable importance in the scientific and technical community. The objective of this study was thus to screen full-scale sludge reduction technologies integrated into both the water line and the sludge line of a municipal sewage treatment plant with a sustainable impact on the overall balance of the plant. The results showed that, within the water line, ultrasound in the recirculation line of the activated sludge allowed for greater reductions in sludge production than the Cannibal and UTN systems, despite the higher energy consumption. CAMBITM, BioThelysTM, ExelysTM and TurboTec® enabled the greatest reductions in sludge production among the technologies integrated into the sludge line, and although they required a large amount of energy, this was partially offset by energy recovery in terms of additional biogas production.

16 May 2020 in Applied Sciences
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Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
RCRiccardo Ceccato
Riccardo Ceccato
VMValentina Marchetti
Valentina Marchetti
Gianni AndreottolaGianni Andreottola
Gianni Andreottola
Luca FioriLuca Fiori
Luca Fiori
Municipal sewage sludge was subjected to a hydrothermal carbonization (HTC) process for developing a hydrochar with high adsorption capacity for water remediation in terms of dye removal. Three hydrochars were produced from municipal sewage sludge by performing HTC at 190, 220 and 250 °C, with a 3 h reaction time. Moreover, a portion of each hydrochar was subjected to a post-treatment with KOH in order to increase the adsorption capacity. Physicochemical properties of sludge samples, raw hydrochars and KOH-modified hydrochars were measured and batch adsorption studies were performed using methylene blue (MB) as a reference dye. Data revealed that both raw and modified hydrochars reached good MB removal efficiency for solutions with low MB concentrations; on the contrary, MB in high concentration solutions was efficiently removed only by modified hydrochars. Interestingly, the KOH treatment greatly improved the MB adsorption rate; the modified hydrochars were capable of capturing above 95% of the initial MB amount in less than 15 min. The physicochemical characterization indicates that alkali modification caused a change in the hydrochar surface making it more chemically homogeneous, which is particularly evident for the 250 °C hydrochar. Thus, the adsorption process can be regarded as a complex result of various phenomena, including physi- and chemi-sorption, acid–base and redox equilibria.

27 November 2020 in Energies
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Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
FMFabio Merzari
Fabio Merzari
Luca FioriLuca Fiori
Luca Fiori
Gianni AndreottolaGianni Andreottola
Gianni Andreottola
The present study addresses the coupling of hydrothermal carbonization (HTC) with anaerobic digestion (AD) in wastewater treatment plants. The improvement in biomethane production due to the recycling back to the anaerobic digester of HTC liquor and hydrochar generated from digested sludge is investigated and proved. Mixtures of different compositions of HTC liquor and hydrochar, as well as individual substrates, were tested. The biomethane yield reached 102 ± 3 mL CH4 g−1 COD when the HTC liquor was cycled back to the AD and treated together with primary and secondary sludge. Thus, the biomethane production was almost doubled compared to that of the AD of primary and secondary sludge (55 ± 20 mL CH4 g−1 COD). The benefit is even more significant when both the HTC liquor and the hydrochar were fed to the AD of primary and secondary sludge. The biomethane yield increased up to 187 ± 18 mL CH4 g−1 COD when 45% of hydrochar, with respect to the total feedstock, was added. These results highlight the improvement that the HTC process can bring to AD, enhancing biomethane production and promoting a sustainable solution for the treatment of the HTC liquor and possibly the hydrochar itself.

12 December 2015 in Critical Reviews in Environmental Science and Technology
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Journal Article
Closed access
Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
Michela LangoneMichela Langone
Michela Langone
FMFabio Merzari
Fabio Merzari
LTLaura Tramonte
Laura Tramonte
Gianni AndreottolaGianni Andreottola
Gianni Andreottola
In the frame of a modern waste management, an important sector concerns the sewage sludge minimization. In recent years a lot of techniques have been developed to reduce the sludge production such as biological, thermal, thermochemical, high-temperature oxidation and mechanical treatments, ultrasonication and ozonation, or using chemical compounds. Among those, the use of an anaerobic side-stream reactor (ASSR) in the conventional activated sludge line is a challenging biological technology able to minimize sludge production in wastewater treatment plants. The ASSR can be easily realized in both new and existing plants as it consists of an ASSR for sludge treatment and reduction where a portion or, in some cases, all the return sludge of the activated sludge process is subjected to alternating aerobic, anoxic, and anaerobic conditions. Studies show that, combining a conventional activated process with an ASSR, sludge yield could be reduced by up to 40–60% without any negative effects, neither on the effluent quality nor on the settling characteristics of the activated sludge. The process has been applied using various configurations. Further, different explanations about the reduction mechanisms behind the process have been provided. This article is a review of the existing applications of the ASSR in laboratory scale and patents in order to describe the configurations implemented, the performance of the process in terms of sludge reduction and carbon and nutrients removal, the main operative parameters, and the mechanisms of sludge reduction observed.

1 December 2016 in Bioresource Technology
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Journal Article
Closed access
Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
Michela LangoneMichela Langone
Michela Langone
IGIsabella Gandolfi
Isabella Gandolfi
VBValentina Bertolini
Valentina Bertolini
AFAndrea Franzetti
Andrea Franzetti
Gianni AndreottolaGianni Andreottola
Gianni Andreottola

1 December 2018 in Process Biochemistry
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Journal Article
Closed access
Roberta FerrentinoRoberta Ferrentino
Roberta Ferrentino
AFAlberto Ferraro
Alberto Ferraro
MMMaria Rosaria Mattei
Maria Rosaria Mattei
Giovanni EspositoGiovanni Esposito
Giovanni Esposito
Gianni AndreottolaGianni Andreottola
Gianni Andreottola