Alternate cycles process for municipal wwtp upgrading: ready for widespread application?
(2008)
Autori:
Battistoni, P.; Fatone, Francesco; Cola, E.; Pavan, P.
Titolo:
Alternate cycles process for municipal wwtp upgrading: ready for widespread application?
Anno:
2008
Tipologia prodotto:
Articolo in Rivista
Tipologia ANVUR:
Articolo su rivista
Lingua:
Inglese
Formato:
A Stampa
Referee:
Sì
Nome rivista:
INDUSTRIAL AND ENGINEERING CHEMISTRY RESEARCH
ISSN Rivista:
0888-5885
Numero o Fascicolo:
47
Intervallo pagine:
4387-4393
Parole chiave:
wastewater treatment; alternate cycles process; process control automation; activated sludge
Breve descrizione dei contenuti:
The interest in the biological alternating anoxic/oxic reactors to upgrade existing wastewater treatment plants
has been recently renewed, thanks to the use of reliable automatic control systems. To discuss the treatment
capabilities of the alternating systems, with particular relation to the municipal WWTPs’ upgrading, this
study exploits the experience gained in this field through numerous years of R&D. At first a pilot plant study
and then a full scale alternating plant were used to supply experimental data that support the final schematic
of methodology. The pilot experimentation was based in the real loading conditions of the italian municipal
WWTPs. Real municipal sewage was used to feed the plant in six steady-state periods, applying nitrogen
loading rates ranging from 0.03 to 0.1 kg N m-3 d-1. Major problems with the nitrogen removal performances
occurred in the case of overaeration of the activated sludge tank, corresponding to influent low-loaded
wastewater. The experimental durations per day of the anoxic and oxic phases were in good agreement with
a simplified mathematical model, which was validated by full scale data and was finally considered useful for
the upgrading design. The maximum treatment capacity of the process in terms of nitrogen loading rates was
estimated in the range 0.10-0.16 kg N m-3 d-1 according to the different rates for biological nitrification
and denitrification, which influence the oxic and anoxic durations per day. Moreover, the reliability of the
control device used for the experimentation was proved through the statistic analyses of the performed cycles,
which were in agreement with the actual nitrogen removal performances. Finally, the schematic of methodology
shows how easy and consolidated the upgrading of existing wastewater treatment plants by the alternate
cycles process could be.
Battistoni, P.; Fatone, Francesco; Cola, E.; Pavan, P.,
Alternate cycles process for municipal wwtp upgrading: ready for widespread application?«INDUSTRIAL AND ENGINEERING CHEMISTRY RESEARCH»
, n. 47
, 2008
, pp. 4387-4393