ORIGINAL RESEARCH
Novel Advanced Treatment of Physically
Treated Effluent from Herbal Decoction
Pieces Wastewater Using a Combined
Ozone/Persulfate-UBAF Process
More details
Hide details
1
Taizhou Institute of Science and Technology, Nanjing University of Science and Technology,
Taizhou, Jiangsu Province, China
2
Province Key Laboratory of Environmental Material and Environmental Engineering,
Yangzhou University, Yangzhou, Jiangsu Province, China
3
State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology,
Harbin, Heilongjiang Province, China
4
Province Key Laboratory of Environmental Engineering, Jiangsu Environmental Science Research Institute,
Nanjing, Jiangsu Province, China
Submission date: 2018-03-26
Final revision date: 2018-06-04
Acceptance date: 2018-06-10
Online publication date: 2019-03-25
Publication date: 2019-04-09
Corresponding author
Guomin Tang
Taizhou Institute of Science and Technology, Nanjing University of Science and Technology, Taizhou 225300, Jiangsu Province, China, 225300 Taizhou, China
Pol. J. Environ. Stud. 2019;28(4):2857-2866
KEYWORDS
TOPICS
ABSTRACT
Performance of ozone/persulfate-UBAF used for advanced treatment of physically treated effluent
from herbal decoction pieces of wastewater was investigated in a pilot scale experiment. Under optimum
conditions – i.e., an initial pH, temperature 13-27ºC, 30 min of oxidation, 35 mg/L O3 dosage,
S2O82-/COD (g/g) ratio (0.15), gas/liquid ratio in UBAF (3), hydraulic retention time in UBAF (5h)
– the COD and NH3-N removal efficiencies were 87.54-89.53% and 82.94-86.77%, respectively. Under
optimum conditions, ozone/persulfate oxidation lowered pH values by about 0.1 pH units (average value),
presented lower OCC (from 0.14 to 0.16 kg O3/kg COD removed), and significantly improved
the wastewater biodegradability from 0.16 to 0.55 (average value). Compared with O3/H2O2 oxidation,
the ozone/persulfate system achieved a better enhancement effect in wastewater treatment (i.e.,
decreased 24.0% OCC and saved 11.4% in operational costs). Furthermore, the COD removal rate in
ozone/persulfate oxidation stage followed the first order, and the COD concentration
in UBAF effluent was expressed by the model at various hydraulic loading rates
for maintenance and selection of UBAF. Finally, the study proved that the combined process was an
efficient technology in treating physically treated effluent from herbal decoction pieces wastewater.