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contributor authorBrian Carrico
contributor authorPhilip C. Singer
date accessioned2017-05-08T22:02:16Z
date available2017-05-08T22:02:16Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%290733-9372%282009%29135%3A10%28928%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69464
description abstractThe effect of conventional and booster chlorination on chlorine residuals and trihalomethane (THM) formation in drinking water distribution systems was modeled using the EPANET hydraulic modeling software. The model results suggest that booster chlorination may allow utilities to meet disinfection goals better by carrying chlorine residuals to remote points in the distribution system while lowering the total mass of chlorine applied to the system. The model results suggest that booster chlorination may provide the greatest advantages to points in the distribution system located near storage tanks by providing a more consistent chlorine residual and possibly reducing THM formation. A new version of the EPANET model, the EPANET Multispecies model, was also used to compare chlorine decay due to reactions in the bulk fluid and reactions occurring at the pipe wall. The results suggest that chlorine decay due to wall reactions can be very significant at remote points in the distribution system. Additionally, if THMs are assumed to form primarily through reactions in the bulk fluid, use of the new EPANET Multispecies software allows for calculation of THM formation based solely on chlorine reactions in the bulk fluid rather than on overall chlorine decay.
publisherAmerican Society of Civil Engineers
titleImpact of Booster Chlorination on Chlorine Decay and THM Production: Simulated Analysis
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2009)135:10(928)
treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


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