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contributor authorAllen P. Davis
contributor authorRobert G. Traver
contributor authorWilliam F. Hunt
contributor authorRyan Lee
contributor authorRobert A. Brown
contributor authorJennifer M. Olszewski
date accessioned2017-05-08T21:49:10Z
date available2017-05-08T21:49:10Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000488.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63350
description abstractThe transportation and urban infrastructure relies heavily on impervious surfaces. Unmitigated rainfall runoff from impervious surfaces can lead to a myriad of environmental problems in downgradient areas. To address this issue, novel stormwater control measures (SCMs) are being emphasized and implemented widely to mitigate some of the impacts of impervious surface. Bioretention is a soil/media-based SCM that is often used for this purpose, but current design practices are highly empirical. This study compiles work from three research sites in three states to provide some fundamental underpinnings to bioretention design. Although all sites demonstrate different levels of performance, water volumetric performance trends are common to all. These trends are based on the available storage in the bioretention cell, termed herein as the Bioretention Abstraction Volume (BAV). The BAV is directly related to available media porosity and storage in the surface bowl. A finite capacity to completely store all runoff from smaller events is defined by the BAV. Normalization for this storage provides prediction for volumetric performance. Recommendations for bioretention design are provided.
publisherAmerican Society of Civil Engineers
titleHydrologic Performance of Bioretention Storm-Water Control Measures
typeJournal Paper
journal volume17
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000467
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 005
contenttypeFulltext


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