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dc.contributor.authorOzdemir Osman N.;Buyruk Tarik
dc.date.accessioned2019-02-26T07:56:24Z
dc.date.available2019-02-26T07:56:24Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001321.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250408
dc.description.abstractAn experimental study was performed by using the world standard treated drinking water of the city of Ankara. Chlorine is known to be consumed in the bulk liquid phase and at the pipe wall. In the present study the bulk decay pattern was investigated in the absence of pipe wall decay. The test results presented describe how chlorine bulk decay might change with the travel time (residence time) of water in a pipe and the temperature of water in the network. Other than the single constant bulk decay coefficient of chlorine for the first-order exponential decay equation frequently used in many previous studies and models, a parameter coupling residence time of water might be more representative for the water of a city supply network. The test data also showed that chlorine decay of stagnant water in bottles does not differ in magnitude from that of flowing water in a pipe. Additionally, the test results reveal no correlation between initial chlorine concentration level and the bulk decay pattern.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Travel Time and Temperature on Chlorine Bulk Decay in Water Supply Pipes
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue3
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001321
dc.page4018002
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 003
dc.contenttypeFulltext


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