Το έργο με τίτλο Ozonation of landfill leachates: Treatment optimization by factorial design από τον/τους δημιουργό/ούς Xekoukoulotakis Nikos, Mantzavinos Dionysis, Diamantopoulos Evaggelos, Frontistis Zaharias διατίθεται με την άδεια Creative Commons Αναφορά Δημιουργού 4.0 Διεθνές
Βιβλιογραφική Αναφορά
Z. Frontistis, N. P. Xekoukoulotakis, E. Diamadopoulos and D. Mantzavinos, "Ozonation of stabilized leachates: treatment optimization by factorial design," J. Adv. Oxid. Technol., vol. 11, no.2, pp. 370-376 Jul. 2008. doi: 10.1515/jaots-2008-0223
https://doi.org/10.1515/jaots-2008-0223
The ozonation of landfill leachates in a bubble column was investigated concerning the effect of operating parameters, such as initial organic loading (from 550 to 5500 mg/L dissolved COD), reaction time (from 60 to 360 min) and ozone gas phase concentration (from 19 to 38 mg/L) on treatment efficiency implementing a factorial experimental design. All three parameters tested, as well the second order interaction between initial COD and ozone had a statistically significant, positive impact on COD removal. At increased COD loadings and a maximum ozone concentration of 38 mg/L, COD was the single most important factor affecting both COD and phenols removal. Treatment of the raw leachate (5500 mg/L COD) for 360 min and maximum ozone concentration led to 50% COD removal with a first-order kinetic constant of 2.2 10-3 min-1, quantitative elimination of color, phenols and acute ecotoxicity and increase of aerobic biodegradability.