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contributor authorOsman N. Ozdemir
contributor authorAlper Ucak
date accessioned2017-05-08T21:33:27Z
date available2017-05-08T21:33:27Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%290733-9372%282002%29128%3A1%2831%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56053
description abstractIn many water quality model applications to real networks, it has been observed that the chlorine concentrations at nodes on the secondary pipes with long residence times do not compare well with the model predictions. Therefore, it is important to better estimate the correct chlorine contents of outer nodes in order to determine the dosing time and the amount of chlorine during secondary chlorination. A model is developed for evaluating chlorine decay in drinking-water distribution networks. The model uses a simplified two-dimensional expression of a chlorine transport and decay equation within a single pipe that includes the bulk-flow reaction, radial diffusion, and pipe-wall reaction of chlorine. The computer program DYNAQ developed in this study, which tracks chlorine transport and decay using a time-driven approach, is also applied to the chlorine measurements taken from a portion of the South Central Connecticut Regional Water Authority’s service area. A comparison of the results of the model with those of a previously developed model is also included in this paper.
publisherAmerican Society of Civil Engineers
titleSimulation of Chlorine Decay in Drinking-Water Distribution Systems
typeJournal Paper
journal volume128
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2002)128:1(31)
treeJournal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 001
contenttypeFulltext


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