TY - JOUR
T1 - Performance assessment on combined process of the oxidation and Biological Activated Carbon filtration for removal of Chlorinated Volatile Organic Carbons from river water
AU - Kim, Youngjin
AU - Hyun, Kilsoo
N1 - Publisher Copyright:
© 2017, Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg.
PY - 2018/1/1
Y1 - 2018/1/1
N2 - Due to their acute toxicity, the presence of Chlorinated Volatile Organic Carbons (CVOCs) in the Nakdong River (South Korea) is of increasing concern. Among numerous other micropollutants, these occur in the Nakdong River due to urbanization, industrial development, and farming in the basin. Simultaneously, the need to ensure proper drinking water supply has made reduction of the micropollutants in the river water increasingly important. In order to assess the performance of CVOC removal by the drinking water treatment processes in this study, batch and continuous experiments were conducted to investigate the effects of oxidation and activated carbon adsorption on removal of CVOCs in river water, and to evaluate the CVOC removal performance of an Advanced Drinking Water Treatment (ADWT) system. Influent concentrations of five CVOCs [<224.3 μg/L (1,1-dichloroethylene: 1,1-DCE); <468.4 μg/L (1,1,1-trichloroethane: 1,1,1-TCA); <16.4 μg/L (carbon tetrachloride: CT); <261.4 μg/L (trichloroethylene: TCE); and <63.9 μg/L (tetrachloroethylene: PCE)] were prepared by diluting CVOC stock solution with river water. Chlorination led to increases in all CVOC components with increasing chlorine dosage. In contrast, ozonation led to relatively high removal efficiencies of 30±10% with increasing ozone dosage. Biological Activated Carbon (BAC) filters achieved 3–9 times higher CVOC removal efficiencies than Powdered Activated Carbon (PAC), which had removal efficiencies of < 20%. Thus, the system configuration of preozonation-coagulation-sedimentation (lamella pulsator)-sand filtration-postozonation-BAC biofiltration was able to almost completely remove CVOCs, regardless of the influent concentration. This shows that a combination of BAC biofiltration and ozonation could provide an alternative to conventional chlorination and filtration processes for the efficient removal of CVOCs.
AB - Due to their acute toxicity, the presence of Chlorinated Volatile Organic Carbons (CVOCs) in the Nakdong River (South Korea) is of increasing concern. Among numerous other micropollutants, these occur in the Nakdong River due to urbanization, industrial development, and farming in the basin. Simultaneously, the need to ensure proper drinking water supply has made reduction of the micropollutants in the river water increasingly important. In order to assess the performance of CVOC removal by the drinking water treatment processes in this study, batch and continuous experiments were conducted to investigate the effects of oxidation and activated carbon adsorption on removal of CVOCs in river water, and to evaluate the CVOC removal performance of an Advanced Drinking Water Treatment (ADWT) system. Influent concentrations of five CVOCs [<224.3 μg/L (1,1-dichloroethylene: 1,1-DCE); <468.4 μg/L (1,1,1-trichloroethane: 1,1,1-TCA); <16.4 μg/L (carbon tetrachloride: CT); <261.4 μg/L (trichloroethylene: TCE); and <63.9 μg/L (tetrachloroethylene: PCE)] were prepared by diluting CVOC stock solution with river water. Chlorination led to increases in all CVOC components with increasing chlorine dosage. In contrast, ozonation led to relatively high removal efficiencies of 30±10% with increasing ozone dosage. Biological Activated Carbon (BAC) filters achieved 3–9 times higher CVOC removal efficiencies than Powdered Activated Carbon (PAC), which had removal efficiencies of < 20%. Thus, the system configuration of preozonation-coagulation-sedimentation (lamella pulsator)-sand filtration-postozonation-BAC biofiltration was able to almost completely remove CVOCs, regardless of the influent concentration. This shows that a combination of BAC biofiltration and ozonation could provide an alternative to conventional chlorination and filtration processes for the efficient removal of CVOCs.
KW - activated carbon adsorption
KW - advanced water treatment plant
KW - biofiltration
KW - chlorinated volatile organic compounds
KW - chlorination
KW - ozonation
UR - http://www.scopus.com/inward/record.url?scp=85013103871&partnerID=8YFLogxK
U2 - 10.1007/s12205-017-1665-8
DO - 10.1007/s12205-017-1665-8
M3 - Article
AN - SCOPUS:85013103871
SN - 1226-7988
VL - 22
SP - 46
EP - 53
JO - KSCE Journal of Civil Engineering
JF - KSCE Journal of Civil Engineering
IS - 1
ER -