Performance of advanced water treatment plant for removing Fe, Mn and organic pollutants from raw water
Lin Wang, Baozhen Wang, Dai Wang, Weijia Zhang, Yunan Yang, Yianwu Du, Qinjin Kong
Abstract
Lin Wang, Baozhen Wang, Dai Wang, Weijia Zhang, Yunan Yang, Yianwu Du, Qinjin Kong
Abstract
In the case of treating a source water containing higher concentrations of Fe 2+ , Mn 2+ and organic pollutants, the Fe 2+ was partially removed by pretreatment steps of aeration-sand filtration, while Mn 2+ and organics were removed mainly by an ozonation-BAC process. The performance of the advanced treatment plant and removal mechanisms are studied in this paper. The optimal O 3 dosage and residual O 3 were found to be 4 mg l −1 and 0.4 mg l −1 , respectively, for which the Fe 2+ , Mn 2+ and COD Mn removals reached 98%, 95% and 85.5% respectively. GC/MS analytical results showed that the advanced water treatment plant was very efficient in micro-organic pollutant removal. The total species decreased from 59 in the raw water to 50, 40 and 26 in the effluents of the sand filter, ozonation column and BAC filter, respectively. The priority and potentially hazardous pollutant species decreased from 16 in the raw water to 10, 8 and 5 in the corresponding effluents, respectively.
OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In the case of treating a source water containing higher concentrations of Fe 2+ , Mn 2+ and organic pollutants, the Fe 2+ was partially removed by pretreatment steps of aeration-sand filtration, while Mn 2+ and organics were removed mainly by an ozonation-BAC process. The performance of the advanced treatment plant and removal mechanisms are studied in this paper. The optimal O 3 dosage and residual O 3 were found to be 4 mg l −1 and 0.4 mg l −1 , respectively, for which the Fe 2+ , Mn 2+ and COD Mn removals reached 98%, 95% and 85.5% respectively. GC/MS analytical results showed that the advanced water treatment plant was very efficient in micro-organic pollutant removal. The total species decreased from 59 in the raw water to 50, 40 and 26 in the effluents of the sand filter, ozonation column and BAC filter, respectively. The priority and potentially hazardous pollutant species decreased from 16 in the raw water to 10, 8 and 5 in the corresponding effluents, respectively.
Key concepts: Pollutant, Water treatment, Environmental chemistry, Raw water, Environmental science, Water pollutants, Chemistry, Environmental engineering