Unravelling the performance of UV/H2O2 on the removal of pharmaceuticals in real industrial, hospital, grey and urban wastewaters

被引:27
|
作者
Cibati, A. [1 ,2 ]
Gonzalez-Olmos, R. [3 ]
Rodriguez-Mozaz, S. [1 ,2 ]
Buttiglieri, G. [1 ,2 ]
机构
[1] Catalan Inst Water Res ICRA CERCA, C Emili Grahit 101, Girona 17003, Spain
[2] Univ Girona, Girona, Spain
[3] Univ Ramon Llull, IQS Sch Engn, Via Augusta 390, Barcelona 08017, Spain
关键词
Micropollutants; Wastewater; Photolysis; UV/H2O2; Advanced oxidation processes; WASTE-WATER TREATMENT; SLUDGE BATCH EXPERIMENTS; HYDROXYL RADICALS; ORGANIC-MATTER; UV PHOTOLYSIS; DEGRADATION; OXIDATION; PRODUCTS; KINETICS; METABOLITES;
D O I
10.1016/j.chemosphere.2021.133315
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study provides an integrated assessment of UV/H2O2 treatment of different real wastewater matrices: two urban wastewater treatment plants (WWTPs) secondary effluents, greywater, hospital, and pharmaceutical industrial effluents. It considers micropollutant removal (up to 30 pharmaceuticals and 13 transformation products at environmental concentrations), energy efficiency and effluent toxicity. The complexity of the wastewater matrix negatively affected the UV fluence in the photo-reactor, scavenged hydroxyl radicals and hindered a proper H2O2 utilization thus reducing the treatment efficiency. At the optimal treatment conditions, overall pharmaceuticals removal was the highest for urban WWTPs effluents (69%-86%), followed by greywater (59%), hospital (36%) and industrial (17%) effluents. The ecotoxicity of the treated samples was reduced around one toxicity unit after the UV/H2O2 treatment in all cases except in industrial wastewater. The average observed removal in urban wastewater effluents and greywater for photo-susceptible, moderately photo-susceptible, and most photo-resistant compounds was 93%, 73% and 46% including outliers, respectively. The calculated electrical energy per order (EEO) values were 0.9-1.5 kWh/(m(3).order) for urban WWTP effluents and greywater while for hospital and industrial effluents was much higher (7.3-9.1 kWh/(m(3).order)).
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页数:8
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