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contributor authorMatthew B. James
contributor authorRandel L. Dymond
date accessioned2017-05-08T21:49:09Z
date available2017-05-08T21:49:09Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000468.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63329
description abstractAlthough many studies have evaluated the hydrologic effects of bioretention at the site-level, few have investigated the role bioretention plays when distributed throughout a watershed. This study aims to assess bioretention’s effects on an urbanized watershed in Blacksburg, Virginia by using two modeled scenarios: one where runoff from many land uses was routed through the practice, and another in which only runoff from large impervious areas was routed. Peak flows, volumes, and lag times from these models were compared to the watershed’s current and predeveloped conditions. Both scenarios provided reductions in peak flows with respect to existing conditions for modeled storm events, sometimes to levels below the predeveloped condition. Neither case was able to reduce volumes to predevelopment levels; the option to treat impervious areas had a negligible effect on runoff volume. Both cases were able to extend lag times from the existing development condition. On the basis of these results, bioretention appears to have the capability to improve watershed hydrologic characteristics. Furthermore, only treating impervious areas could be a viable alternative when funds or space are limiting factors.
publisherAmerican Society of Civil Engineers
titleBioretention Hydrologic Performance in an Urban Stormwater Network
typeJournal Paper
journal volume17
journal issue3
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000448
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 003
contenttypeFulltext


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