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Fate of Cr(III) during Ozonation of Secondary Municipal Wastewater Effluent

机译:Fate of Cr(III) during Ozonation of Secondary Municipal Wastewater Effluent

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In the present study, the fate of trivalent chromium (Cr(III)) during ozonation of ultrapurified water and wastewater effluent was investigated. In experiments conducted in phosphate buffered ultrapurified water, O-3 alone in excess was inefficient to oxidize Cr(III) (only about 10-15 of total Cr(III) content), while in presence of the secondary oxidant, OH radical, almost all Cr(III) was oxidized to hexavalent chromium (Cr(VI)). In a wastewater effluent, spiked with Cr(III), only about 10-20 of Cr(III) was oxidized with specific ozone doses in the range 0.15-1.5 gO(3)/gDOC, although O-3 and OH radical were both available for reaction. Cr(VI) formation was monitored in parallel with the abatement of some common micropollutants, reacting with differing apparent second-order rate constants with ozone, decreasing in the order carbamazepine>> benzotriazole> atrazine> p-chlorobenzoic acid (pCBA). Carbamazepine and benzotriazole were abated to >80 for specific O-3 doses of 0.3 gO(3)/gDOC and 0.8 gO(3)/gDOC, respectively. The more ozone-resistant compounds (atrazine and pCBA) required a specific ozone dose of about 1.25 gO(3)/gDOC for the same relative abatement. At this specific ozone dose (i.e., 1.25 gO(3)/gDOC), only about 20 of Cr(III) was oxidized to Cr(VI), whereas only 10 of Cr(III) was oxidized to Cr(VI) at a more realistic specific ozone dose for enhanced wastewater treatment for micropollutant abatement (0.5 gO(3)/gDOC). Therefore, for typical Cr(III) levels in municipal wastewaters, effluent ozonation only leads to toxicologically insignificant Cr(VI) concentrations.

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