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contributor authorPhilip A. M. Bachand
contributor authorSandra M. Bachand
contributor authorTamara E. C. Kraus
contributor authorDylan Stern
contributor authorYan Ling Liang
contributor authorWilliam R. Horwath
date accessioned2019-09-18T10:40:36Z
date available2019-09-18T10:40:36Z
date issued2019
identifier other%28ASCE%29EE.1943-7870.0001536.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260141
description abstractThis paper examines the effectiveness of chemically enhanced treatment wetlands (CETWs), wetlands that received water treated with coagulants, to remove dissolved organic carbon (DOC), disinfection byproduct precursors (DBPPs), nutrients, and metals from agricultural drain water. Wetlands consisted of controls with no coagulant addition, ferric sulfate dosed, and polyaluminum chloride dosed treatments. CETWs were more effective in removing DOC, DBPPs, phosphate, dissolved organic nitrogen, and metals than control wetlands. Coagulation-treated wetlands removed 245–349  g/m2/year DOC, whereas control wetlands produced 51  g/m2/year. Wetland passage released DOC in the controls and dosed treatments; this release was directly correlated to temperature, suggesting thermally dependent mechanism(s) were partly responsible. A first-order plug flow reactor kinetic model that considered hydraulic retention time (HRT), temperature, and DOC concentration was tested for wetland DOC processing. Models indicate that operating CETWs at high coagulant dosing and low temperature can result in the lowest DOC release. Operating at the lowest HRT to meet discharge targets helps overcome wetland processes that increase DOC release and provide the smallest footprint needed for treatment.
publisherAmerican Society of Civil Engineers
titleSequestration and Transformation in Chemically Enhanced Treatment Wetlands: DOC, DBPPs, and Nutrients
typeJournal Paper
journal volume145
journal issue8
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001536
page04019044
treeJournal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 008
contenttypeFulltext


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