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오존을 이용한 용존성 망간 제거 특성: 공존이온의영향 및 최적주입량Characteristics of manganese removal by ozonation: Effect of existing co-ion and optimum dosage

Other Titles
Characteristics of manganese removal by ozonation: Effect of existing co-ion and optimum dosage
Authors
곽연우홍성호이슬기이용수
Issue Date
Apr-2018
Publisher
대한상하수도학회
Keywords
비소; 용존유기탄소; 철; 망간; 오존; Arsenic; DOC; Iron; Manganese; Ozonation
Citation
상하수도학회지, v.32, no.2, pp.145 - 152
Journal Title
상하수도학회지
Volume
32
Number
2
Start Page
145
End Page
152
URI
http://scholarworks.bwise.kr/ssu/handle/2018.sw.ssu/31740
DOI
10.11001/jksww.2018.32.2.145
ISSN
1225-7672
Abstract
This study is focused on manganese (Mn(II)) removal by ozonation in surface water. Instant ozone demand for the water was 0.5 mg/L in the study. When 0.5 mg/L of Mn(II) is existed in water, the optimum ozone concentration was 1.25 mg/L with reaction time 10 minutes to meet the drinking water regulation. The ozone concentration to meet the drinking water regulation was much higher than the stoichiometric concentration. The reaction of soluble manganese removal was so fast that the reaction time does not affect the removal dramatically. When Mn(II) is existed with Fe, the removal of Mn(II) was not affected by Fe ion. However As(V) is existed as co-ion the removal of Mn(II) was decreased by 10%. Adding ozone to surface water has limited effect to remove dissolved organic matter. When ozone is used as oxidant to remove Mn(II) in the water, the existing co-ion should be evaluated to determine optimum concentration.
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