Tommaso Lotti

Dr. Tommaso Lotti

Department of Civil and Environmental Engineering – DICEA, University of Florence, Via di Santa Marta 3, 50139 Firenze, Italy

Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

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

Representative Publications

View All Publications
1 September 2014 in Water Research
Verified
Journal Article
Closed access
Tommaso LottiTommaso Lotti
Tommaso Lotti
RKR. Kleerebezem
R. Kleerebezem
CLC. Lubello
C. Lubello
MLMark van Loosdrecht
Mark van Loosdrecht

1 March 2019 in Water Research
Verified
Journal Article
Closed access
TSThomas Seviour
Thomas Seviour
NDnicolas derlon
nicolas derlon
MDMorten Simonsen Dueholm
Morten Simonsen Dueholm
HFHans-Curt Flemming
Hans-Curt Flemming
EGElisabeth Girbal-Neuhauser
Elisabeth Girbal-Neuhauser
YLYuemei Lin
Yuemei Lin

1 May 2012 in Water Research
Verified
Journal Article
Closed access
Tommaso LottiTommaso Lotti
Tommaso Lotti
WSWouter Van Der Star
Wouter Van Der Star
RKR. Kleerebezem
R. Kleerebezem
CLC. Lubello
C. Lubello
MLMark van Loosdrecht
Mark van Loosdrecht

15 April 2013 in Applied and Environmental Microbiology
Verified
Journal Article
Open access
PDF file
ZHZiye Hu
Ziye Hu
Tommaso LottiTommaso Lotti
Tommaso Lotti
MKMerle de Kreuk
Merle de Kreuk
RKRobbert Kleerebezem
Robbert Kleerebezem
MLMark van Loosdrecht
Mark van Loosdrecht
BKBoran Kartal
Boran Kartal
Currently, nitritation-anammox (anaerobic ammonium oxidation) bioreactors are designed to treat wastewaters with high ammonium concentrations at mesophilic temperatures (25 to 40°C). The implementation of this technology at ambient temperatures for nitrogen removal from municipal wastewater following carbon removal may lead to more-sustainable technology with energy and cost savings. However, the application of nitritation-anammox bioreactors at low temperatures (characteristic of municipal wastewaters except in tropical and subtropical regions) has not yet been explored. To this end, a laboratory-scale (5-liter) nitritation-anammox sequencing batch reactor was adapted to 12°C in 10 days and operated for more than 300 days to investigate the feasibility of nitrogen removal from synthetic pretreated municipal wastewater by the combination of aerobic ammonium-oxidizing bacteria (AOB) and anammox. The activities of both anammox and AOB were high enough to remove more than 90% of the supplied nitrogen. Multiple aspects, including the presence and activity of anammox, AOB, and aerobic nitrite oxidizers (NOB) and nitrous oxide (N 2 O) emission, were monitored to evaluate the stability of the bioreactor at 12°C. There was no nitrite accumulation throughout the operational period, indicating that anammox bacteria were active at 12°C and that AOB and anammox bacteria outcompeted NOB. Moreover, our results showed that sludge from wastewater treatment plants designed for treating high-ammonium-load wastewaters can be used as seeding sludge for wastewater treatment plants aimed at treating municipal wastewater that has a low temperature and low ammonium concentrations.

1 December 2014 in Water Research
Verified
Journal Article
Closed access
Tommaso LottiTommaso Lotti
Tommaso Lotti
RKR. Kleerebezem
R. Kleerebezem
ZHZ. Hu
Z. Hu
BKB. Kartal
B. Kartal
MJM.S.M. Jetten
M.S.M. Jetten
MLMark van Loosdrecht
Mark van Loosdrecht

3 December 2014 in Environmental Technology
Verified
Journal Article
Closed access
Tommaso LottiTommaso Lotti
Tommaso Lotti
RKR. Kleerebezem
R. Kleerebezem
ZHZ. Hu
Z. Hu
BKB. Kartal
B. Kartal
MKM.K. de Kreuk
M.K. de Kreuk
MLMark van Loosdrecht
Mark van Loosdrecht
Autotrophic nitrogen removal in the mainstream wastewater treatment process is suggested to be a prerequisite of energy autarkic wastewater treatment plants (WWTP). Whilst the application of anammox-related technologies in the side-stream is at present state of the art, the feasibility of this energy-efficient process at mainstream conditions is still under development. Lower operating temperature and ammonium concentration, together with required high nitrogen removal efficiency, represent the main challenges to face in order to reach this appealing new frontier of the wastewater treatment field. In this study, we report the evaluation of the process in a plug-flow granular sludge-based pilot-scale reactor (4 m3) continuously fed with the actual effluent of the A-stage of the WWTP of Dokhaven, Rotterdam. The one-stage partial nitritation-anammox system was operated for more than 10 months at 19±1°C. Observed average N-removal and ammonium conversion rates were comparable or higher than those of conventional N-removal systems, with 182±46 and 315±33 mg-N L(-1) d(-1), respectively. Biochemical oxygen demand was also oxidized in the system with an average removal efficiency of 90%. Heterotrophic biomass grew preferentially in flocs and was efficiently washed out of the system. Throughout the experimentation, the main bottleneck was the nitritation process that resulted in nitrite-limiting conditions for the anammox conversion. Anammox bacteria were able to grow under mainstream WWTP conditions and new granules were formed and efficiently retained in the system.