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dc.contributor.authorChengjin Wang
dc.contributor.authorLiang Zheng
dc.contributor.authorSusan Andrews
dc.contributor.authorRon Hofmann
dc.date.accessioned2022-01-30T21:33:40Z
dc.date.available2022-01-30T21:33:40Z
dc.date.issued6/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29EE.1943-7870.0001700.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268430
dc.description.abstractWhen treating drinking water using UV/H2O2 advanced oxidation, the H2O2 residual is usually quenched to allow for downstream chlorine stability. In some utilities, monochloramine (NH2Cl) is used for secondary disinfection, and H2O2 may not need to be quenched because NH2Cl and H2O2 can coexist for some time. However, when ammonia and chlorine are applied to form NH2Cl in the H2O2-containing water, H2O2 will compete with ammonia to react with the applied chlorine, compromising the NH2Cl formation efficiency. This research combined theory and experiments to evaluate NH2Cl formation efficiency in the presence of H2O2 in Lake Ontario water and, after NH2Cl formation, its subsequent decay at different temperatures and pH. The results demonstrated that at many typical temperatures and pH, the presence of H2O2 does not significantly impair the formation of NH2Cl. Furthermore, while H2O2 accelerates NH2Cl decay, the results suggest that under specific conditions, such as short to medium residence times (e.g., less than 48 h), it may be possible for NH2Cl to coexist with as much as 5  mg/L H2O2 without compromising secondary disinfection.
dc.publisherASCE
dc.titleMonochloramine Formation and Decay in the Presence of H2O2 after UV/H2O2 Advanced Oxidation
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue6
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001700
dc.page5
dc.treeJournal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 006
dc.contenttypeFulltext


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