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dc.contributor.authorIan James Peterson
dc.contributor.authorSara Igielski
dc.contributor.authorAllen P. Davis
dc.date.accessioned2017-05-08T22:23:45Z
dc.date.available2017-05-08T22:23:45Z
dc.date.copyrightNovember 2015
dc.date.issued2015
dc.identifier.other43930743.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/79581
dc.description.abstractBioretention systems fundamentally lack the ability to effectively reduce total nitrogen concentrations from urban stormwater. Column tests were conducted to simulate a bioretention anoxic zone and evaluate the effects of stormwater retention time, limestone addition, and woodchip species, size, and mass percentage on the bioretention denitrification process. Denitrification of an artificial stormwater was demonstrated and appeared to follow first-order kinetics. A 0.8-day average retention time showed the highest nitrate removal percentage of
dc.publisherAmerican Society of Civil Engineers
dc.titleEnhanced Denitrification in Bioretention Using Woodchips as an Organic Carbon Source
dc.typeJournal Paper
dc.journal.volume1
dc.journal.issue4
dc.journal.titleJournal of Sustainable Water in the Built Environment
dc.identifier.doi10.1061/JSWBAY.0000800
dc.treeJournal of Sustainable Water in the Built Environment:;2015:;Volume ( 001 ):;issue: 004
dc.contenttypeFulltext


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