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contributor authorD. E. Line
contributor authorW. F. Hunt
date accessioned2017-05-08T20:50:17Z
date available2017-05-08T20:50:17Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290733-9437%282009%29135%3A2%28217%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28776
description abstractThe pollutant removal efficiency of a bioretention area and a level spreader-grass filter strip implemented at North Carolina highway facilities was assessed. The assessment consisted of monitoring inflow, outflow, and on-site rainfall for at least 13 storm events. Monitoring included continuous discharge measurement and collecting and analyzing flow-proportional samples for each event. All samples were analyzed for solids, turbidity, and nitrogen and phosphorus forms and selected samples were analyzed for metals. The level spreader-grass filter strip had the best overall efficiency with load reduction efficiencies in all pollutants ranging from 24 to 83% and the highest reduction for total suspended solids (TSS). Much of the efficiency of this best management practice can be attributed to the 49% reduction in runoff volume from inflow to outflow. Pollutant reduction efficiencies for the bioretention area ranged from
publisherAmerican Society of Civil Engineers
titlePerformance of a Bioretention Area and a Level Spreader-Grass Filter Strip at Two Highway Sites in North Carolina
typeJournal Paper
journal volume135
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2009)135:2(217)
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 002
contenttypeFulltext


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