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dc.contributor.authorElizabeth Fassman-Beck
dc.contributor.authorSimon Wang
dc.contributor.authorRobyn Simcock
dc.contributor.authorRuifen Liu
dc.date.accessioned2017-05-08T22:11:57Z
dc.date.available2017-05-08T22:11:57Z
dc.date.copyrightNovember 2015
dc.date.issued2015
dc.identifier.other39689843.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/73283
dc.description.abstractBioretention devices are often recognized as stormwater control measures (SCMs) that satisfy green infrastructure or low-impact development (LID) objectives. The hydraulic characteristics of filter media underpin effective bioretention performance. Successful design criteria compiled from international design guidelines were used to create a range of engineered media subjected to two compaction methods and various configurations of media compositions and ponding depth. Experimental treatments of particle size distribution (PSD), organic content and composition, and aggregate content and source were combined to quantify their effects on media saturated hydraulic conductivity
dc.publisherAmerican Society of Civil Engineers
dc.titleAssessing the Effects of Bioretention’s Engineered Media Composition and Compaction on Hydraulic Conductivity and Water Holding Capacity
dc.typeJournal Paper
dc.journal.volume1
dc.journal.issue4
dc.journal.titleJournal of Sustainable Water in the Built Environment
dc.identifier.doi10.1061/JSWBAY.0000799
dc.treeJournal of Sustainable Water in the Built Environment:;2015:;Volume ( 001 ):;issue: 004
dc.contenttypeFulltext


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