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dc.contributor.authorCording Amanda;Hurley Stephanie;Adair Carol
dc.date.accessioned2019-02-26T07:40:57Z
dc.date.available2019-02-26T07:40:57Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001411.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248692
dc.description.abstractThis research assessed how design factors (i.e., soil media and vegetative composition) influenced flow rates and pollutant mass removal in eight roadside bioretention systems under simulated increases in precipitation due to climate change. Labile and nonlabile nitrogen and phosphorus (N and P) mass and total suspended solids (TSS) removal was evaluated on an equal volume basis. Results confirm that bioretention systems are a useful tool for increasing local climate change resiliency; peak flow rates and volumes were significantly reduced in all treatments. Water quality performance was highly dependent on the design factors. Sorbtive Media was found to significantly enhance soluble reactive phosphorus removal, which was exported in the conventional media treatments. Labile and nonlabile pollutant retention in the two-species plant palette was higher than in the seven-species palette. This was attributed to the deep, fibrous rooted systems of the Panicum virgatum. Nonlabile pollutant constituents (i.e., TSS and nonlabile N and P) were well retained in all treatments, yet the labile N and P in the compost amended soil media (6% sand and 4% compost) were found to exceed the mass loads in incoming stormwater.
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Critical Bioretention Design Factors and Projected Increases in Precipitation due to Climate Change on Roadside Bioretention Performance
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue9
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001411
dc.page4018082
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 009
dc.contenttypeFulltext


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